An analysis method and system for a range-enhanced vacuum preloading of deep and thick layer soft soil

Abstract

The application provides a method and system for analyzing the range-increased vacuum preloading of deep thick soft soil, and relates to the field of analyzing deep thick soft soil. The method comprises the following steps: obtaining the vacuum decay rate of the current deep thick soft soil, the compression modulus of the current soil body, and the depth information of the range-increased structure; solving the vacuum decay rate of the deep thick soft soil and the depth information of the range-increased structure through a preset vacuum load model to obtain vacuum load index information; solving the vacuum decay rate of the deep thick soft soil, the compression modulus of the current soil body, and the depth information of the range-increased structure through a preset soil body settlement model to obtain soil body settlement index information; solving the vacuum load index information and the soil body settlement index information through a preset weight model to obtain range-increased vacuum preloading information; and judging the range-increased vacuum preloading information. The method clearly defines the vacuum decay problem in the range-increased vacuum preloading method, and ensures the effective treatment of deeper soft soil.

Description

Technical Field

[0001] The present invention relates to the field of analysis of thick soft soil, and in particular to an extended-range vacuum preloading analysis method and system for thick soft soil. Background Art

[0002] In the prior art, the vacuum preloading method is to use a vacuum pump, a sealing system, and a drainage board to extract the moisture in the foundation. As the vacuum degree gradually extends in the depth direction in the drainage channel and diffuses to the surrounding soil, the pore water in the soil is continuously discharged, and the soil is finally consolidated and compacted. During construction, the existing vacuum preloading method is to first lay a sand cushion layer on the surface of the soft soil foundation that needs to be reinforced, then insert a drainage board, and then use an airtight sealing membrane to isolate it from the atmosphere. A vacuum pump or other vacuum means is used to evacuate the surface to form a negative pressure under the membrane and transmit it from the shallow layer of the foundation to the deep layer, thereby increasing the effective stress of the foundation. However, during use, this construction method often has the problem of the vacuum degree gradually attenuating in the drainage board, which makes it difficult for vacuum preloading to handle deeper soft soil. For this reason, the prior art proposes an extended-range vacuum preloading method to further handle deeper soft soil, but the prior art cannot effectively analyze the extended-range vacuum preloading method. If conventional empirical analysis methods are used, the error is large. Therefore, there is an urgent need for an extended-range vacuum preloading analysis method for deep soft soil to analyze and clarify the problem of vacuum degree attenuation in the extended-range vacuum preloading method and ensure effective treatment of deeper soft soil. Summary of the Invention

[0003] The purpose of the present invention is to provide an extended-range vacuum preloading analysis method and system for deep soft soil to improve the above-mentioned problems. To achieve the above-mentioned purpose, the technical solutions adopted by the present invention are as follows:

[0004] In a first aspect, the present application provides an extended-range vacuum preloading analysis method for deep soft soil, the method comprising:

[0005] Obtaining the vacuum attenuation rate of the current deep soft soil layer, the current soil compression modulus, and the range-extending structure depth information, wherein the range-extending structure depth information includes the insertion depth of the range-extending vacuum tube and the pre-buried depth of the range-extending drainage board. The range-extending vacuum tube and the range-extending drainage board are connected via a preset fixed connection structure and pre-buried in the deep soft soil layer;

[0006] The vacuum attenuation rate of the deep soft soil layer and the depth information of the extended-range structure are solved by a preset vacuum load model to obtain vacuum load index information;

[0007] The vacuum decay rate of the deep soft soil layer, the compression modulus of the current soil, and the depth information of the range-extending structure are solved using a preset soil settlement model to obtain soil settlement index information;

[0008] The vacuum load index information and the soil body settlement index information are solved through a preset weight model to obtain incremental vacuum preloading information;

[0009] The incremental vacuum preloading information is judged to obtain first analysis information of the current deep thick layer soft soil, and the first analysis information of the current deep thick layer soft soil is used to correct the insertion depth of the incremental vacuum pipe.

[0010] In a second aspect, the application further provides an incremental vacuum preloading analysis system for deep thick layer soft soil, which comprises:

[0011] An acquisition module is configured to acquire a vacuum degree attenuation rate of current deep thick layer soft soil, a compression modulus of current soil body, and incremental structure depth information, wherein the incremental structure depth information comprises an insertion depth of an incremental vacuum pipe and a pre-buried depth of an incremental drainage board, and the incremental vacuum pipe and the incremental drainage board are connected through a preset fixed connection structure and are pre-buried in the deep thick layer soft soil;

[0012] A first processing module is configured to solve the vacuum degree attenuation rate of the deep thick layer soft soil and the incremental structure depth information through a preset vacuum load model to obtain vacuum load index information;

[0013] A second processing module is configured to solve the vacuum degree attenuation rate of the deep thick layer soft soil, the compression modulus of the current soil body, and the incremental structure depth information through a preset soil body settlement model to obtain soil body settlement index information;

[0014] A third processing module is configured to solve the vacuum load index information and the soil body settlement index information through a preset weight model to obtain incremental vacuum preloading information;

[0015] A fourth processing module is configured to judge the incremental vacuum preloading information to obtain first analysis information of the current deep thick layer soft soil, and the first analysis information of the current deep thick layer soft soil is used to correct the insertion depth of the incremental vacuum pipe.

[0016] The application has the following beneficial effects:

[0017] The application obtains the first analysis information of the current deep thick layer soft soil by calculation, the first analysis information of the current deep thick layer soft soil on the one hand clarifies the problem of vacuum degree attenuation in the incremental vacuum preloading method, and on the other hand facilitates the correction of the insertion depth of the incremental vacuum pipe, so as to ensure that the insertion depth of the incremental vacuum pipe effectively processes the deeper layer soft soil, speeds up the dissipation of pore water pressure, that is, the insertion depth of the appropriate vacuum pipe makes the vacuum degree pumped out by the vacuum pump be sent to the maximum processing depth below the ground without attenuation, which is equivalent to that the ground pump becomes a submersible pump, realizes the vacuum downshift and increment, improves the strength of the deep foundation soil, greatly reduces the post-construction settlement, and makes the vacuum preloading method more widely used in the field of soft foundation treatment.

[0018] Other features and advantages of the present application will be set forth in the following description, and in part will become apparent from the description, or can be learned by practice of the present application as hereinafter described. BRIEF DESCRIPTION OF DRAWINGS

[0019] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following will briefly introduce the drawings needed to be used in the embodiments. It should be understood that the following drawings only show some embodiments of the present application, and therefore should not be regarded as a limitation on the scope, and for those skilled in the art, other related drawings can also be obtained without creative labor on the basis of these drawings.

[0020] Figure 1 The figure is a schematic diagram of the incremental vacuum preloading analysis method for deep thick layer soft soil described in the embodiments of the present application;

[0021] Figure 2 The figure is a schematic diagram of the structure of the incremental vacuum pipe and the incremental drainage plate connected through the hand-shaped joint described in the embodiments of the present application;

[0022] Figure 3 The figure is a schematic diagram of the structure of the vacuum transmission plate and the incremental drainage plate connected through the double-pass joint described in the embodiments of the present application;

[0023] Figure 4 The figure is a schematic diagram of the structure of the insertion depth of the incremental vacuum pipe and the pre-buried depth of the incremental drainage plate described in the embodiments of the present application;

[0024] Figure 5 The figure is a schematic diagram of the structure of the incremental vacuum preloading analysis system for deep thick layer soft soil described in the embodiments of the present application;

[0025] Figure 6 The figure is a schematic diagram of the structure of the incremental vacuum preloading analysis equipment for deep thick layer soft soil described in the embodiments of the present application;

[0026] Markings in the figure:

[0027] 1, acquisition module; 2, first processing module; 3, second processing module; 4, third processing module; 5, fourth processing module; 11, sealing system; 12, drainage branch pipe; 13, woven cloth; 14, drainage plate in vacuum system; 15, range-extended vacuum tube; 16, hand-shaped joint; 17, range-extended drainage plate; 18, vacuum transmission plate; 19, double-pass joint; 20, relatively thick water-permeable layer; 21, soft soil layer; 800, range-extended vacuum preloading analysis equipment for deep thick soft soil; 801, processor; 802, memory; 803, multimedia assembly; 804, I / O interface; 805, communication assembly. DETAILED DESCRIPTION

[0028] To make the objectives, technical solutions, and advantages of the embodiments of the present application clearer, the following will be a clear and complete description of the technical solutions in the embodiments of the present application in conjunction with the accompanying drawings of the embodiments of the present application. Obviously, the described embodiments are some of the embodiments of the present application, rather than all the embodiments. The components of the embodiments of the present application described and shown in the accompanying drawings can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the present application provided in the accompanying drawings is not intended to limit the scope of the claimed present application, but only represents selected embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative work are within the scope of protection of the present application.

[0029] It should be noted that: similar reference numerals and letters represent similar items in the following drawings, therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings. Meanwhile, in the description of the present application, the terms “first”, “second”, etc. are only used for differentiation in description, and cannot be understood as indicating or implying relative importance.

[0030] Embodiment 1

[0031] The present embodiment provides a range-extended vacuum preloading analysis method for deep thick soft soil.

[0032] Referring to Figure 1 , the present method includes steps S1 to S5, specifically:

[0033] S1: acquiring the vacuum decay rate of the current deep thick soft soil, the compression modulus of the current soil body, and the range-extended structure depth information, the range-extended structure depth information including the insertion depth of the range-extended vacuum tube and the pre-buried depth of the range-extended drainage plate, the range-extended vacuum tube and the range-extended drainage plate being connected through a pre-set fixed connection structure and pre-buried in the deep thick soft soil;

[0034] As Figure 2As shown, the preset fixed connection structure can adopt structure 1: the extended-range vacuum tube 15 and the extended-range drain plate 17 are connected by a hand-shaped joint 16;

[0035] The construction plan of structure one is as follows: the extended-range vacuum tube 15 is set in the duct of the plug-in machine; the bottom of the plug-in machine duct is connected to the extended-range drainage board 17 through the hand-shaped joint 16; the extended-range drainage board 17 is lifted to enter the duct and reach the pre-buried depth of the extended-range drainage board 17; after that, the board is inserted, the duct is pulled out, the extended-range vacuum tube 15 is cut off, and the next plate-tube combination component is inserted in a cycle, and finally the sealing system is passed and vacuum sealed.

[0036] At this time, the specific extended-range vacuum system corresponding to Structure 1 is as follows: a sealing system 11 is provided on the outside of the thicker permeable layer 20, and the sealing system 11 and the thicker permeable layer 20 are connected to the hand-shaped joint 16 and the drain plate 14 in the vacuum system in sequence; a drainage branch pipe 12 and a woven cloth 13 are provided inside the thicker permeable layer 20; a soft soil layer 21 is provided at the bottom of the thicker permeable layer 20, the top of the extended-range vacuum tube 15 is connected to the drainage branch pipe 12, and the bottom of the extended-range vacuum tube 15 is inserted into the thicker permeable layer 20 and connected to the extended-range drain plate 17 in the soft soil layer 21 through the hand-shaped joint 16;

[0037] like Figure 3 As shown, the preset fixed connection structure can adopt structure 2: the extended-range vacuum tube 15 and the extended-range drain plate 17 are connected through a two-way joint 19, and the extended-range vacuum tube 15 can be replaced with a vacuum transfer plate 18;

[0038] The construction plan for structure two is as follows: the vacuum transfer plate 18 is set in the plate inserting machine duct; the bottom of the plate inserting machine duct is connected to the extended-range drainage plate 17 through a two-way joint 19; the extended-range drainage plate 17 is lifted to enter the duct and reach the pre-buried depth of the extended-range drainage plate 17; after that, the plate is inserted, the duct is pulled out, the vacuum transfer plate 18 is cut off, and the next plate-tube combination component is inserted in a cycle, and finally the sealing system is passed and vacuum sealed.

[0039] At this time, the specific extended-range vacuum system corresponding to Structure 2 is as follows: a sealing system 11 is provided outside the thicker permeable layer 20, and the sealing system 11 and the thicker permeable layer 20 are connected to the hand-shaped joint 16 and the drain plate 14 in the vacuum system in sequence; a drainage branch pipe 12 and a woven cloth 13 are provided inside the thicker permeable layer 20; a soft soil layer 21 is provided at the bottom of the thicker permeable layer 20, the top of the vacuum transmission plate 18 is connected to the drainage branch pipe 12, and the bottom of the vacuum transmission plate 18 is inserted into the thicker permeable layer 20 and connected to the extended-range drain plate 17 in the soft soil layer 21 via a two-way joint 19;

[0040] like Figure 4As shown, h1 represents the insertion depth of the range-extended vacuum tube, h2 represents the embedded depth of the range-extended drainage plate, and h represents the length of the range-extended drainage plate.

[0041] S2: The vacuum degree decay rate of the deep thick layer soft soil and the range-extended structure depth information are solved through a preset vacuum load model to obtain vacuum load index information.

[0042] In step S2, to clarify the specific calculation process of the vacuum load index information, step S2 includes steps S21 to S23, specifically:

[0043] S21: The vacuum source vacuum degree and the soil depth information of the current deep thick layer soft soil are obtained.

[0044] S22: The vacuum degree decay rate of the deep thick layer soft soil and the soil depth information are calculated to obtain soil decay information.

[0045] The calculation formula of the soil decay information is:

[0046] u(z) = η × z (1)

[0047] In the above formula (1), u(z) represents the soil decay information, η represents the vacuum degree decay rate of the deep thick layer soft soil, and z represents the soil depth information.

[0048] S23: The vacuum source vacuum degree of the current deep thick layer soft soil, the vacuum degree decay rate of the deep thick layer soft soil, the soil decay information, and the range-extended structure depth information are solved through a preset vacuum load model to obtain vacuum load index information.

[0049] In step S23, the preset vacuum load model is:

[0050]

[0051] In the above formula (2), P z represents the vacuum load index information at the soil depth z, P0 represents the vacuum source vacuum degree of the current deep thick layer soft soil, u(z) represents the soil decay information, η represents the vacuum degree decay rate of the deep thick layer soft soil, z represents the soil depth information, h1 represents the insertion depth of the range-extended vacuum tube, and h2 represents the embedded depth of the range-extended drainage plate.

[0052] S3: The vacuum degree decay rate of the deep thick layer soft soil, the compression modulus of the current soil, and the range-extended structure depth information are solved through a preset soil settlement model to obtain soil settlement index information.

[0053] In step S3, to clarify the specific calculation process of the soil settlement index information, step S3 includes steps S31 to S33, specifically:

[0054] S31: obtaining a vacuum degree of a vacuum source of the current deep thick soft soil;

[0055] S32: calculating a depth of insertion of the range-extended vacuum tube and a pre-buried depth of the range-extended drainage plate to obtain a range-extended depth control coefficient;

[0056] wherein a calculation formula of the range-extended depth control coefficient is:

[0057]

[0058] In the above formula (3), H represents the range-extended depth control coefficient, h1 represents the depth of insertion of the range-extended vacuum tube, and h represents the length of the range-extended drainage plate.

[0059] S33: solving the vacuum degree of the vacuum source of the current deep thick soft soil, the vacuum degree attenuation rate of the deep thick soft soil, the compression modulus of the current soil body, and the range-extended depth control coefficient through a preset soil body settlement model to obtain soil body settlement index information.

[0060] In step S33, the preset soil body settlement model is:

[0061]

[0062] In the above formula (4), S represents the soil body settlement index information, P0 represents the vacuum degree of the vacuum source of the current deep thick soft soil, η represents the vacuum degree attenuation rate of the deep thick soft soil, H represents the range-extended depth control coefficient, and E represents the compression modulus of the current soil body.

[0063] S4: solving the vacuum load index information and the soil body settlement index information through a preset weight model to obtain range-extended vacuum preloading information;

[0064] In step S4, the preset weight model is:

[0065] Q=q1×P z +q2×S; (5)

[0066] In the above formula (5), Q represents the range-extended vacuum preloading information, q1 represents a preset first judgment coefficient, q2 represents a preset second judgment coefficient, P z represents the vacuum load index information at the soil depth z, and S represents the soil body settlement index information.

[0067] S5: judging the range-extended vacuum preloading information to obtain first analysis information of the current deep thick soft soil, which is used to correct the depth of insertion of the range-extended vacuum tube.

[0068] In step S5, the range extender vacuum pre-pressing information is compared with a plurality of preset hierarchical depth thresholds to obtain corresponding first analysis information of the current deep thick layer soft soil. Since the plurality of preset hierarchical depth thresholds have been correspondingly set with the insertion depth of the range extender vacuum pipe, at this time, the insertion depth of the range extender vacuum pipe can be corrected according to the calculated first analysis information of the current deep thick layer soft soil.

[0069] After step S5, steps S6 to S9 are further included, specifically:

[0070] S6: Obtain the consolidation influence parameter of the current deep thick layer soft soil, the transmission rate of vacuum degree to soil layer, and the soil depth information;

[0071] S7: Solve the transmission rate of vacuum degree to soil layer, the soil depth information, and the range extender structure depth information through a preset consolidation control model to obtain a control coefficient, wherein the control coefficient includes a first consolidation control coefficient and a second consolidation control coefficient;

[0072] In step S7, the calculation formula is:

[0073]

[0074] In the above formula (6), represents the first consolidation control coefficient, represents the second consolidation control coefficient, t represents the preset consolidation time, v represents the transmission rate of vacuum degree to soil layer, z represents the soil depth information, h1 represents the insertion depth of the range extender vacuum pipe, and h2 represents the pre-buried depth of the range extender drain plate.

[0075] S8: Solve the consolidation influence parameter of the current deep thick layer soft soil and the control coefficient through a preset soil consolidation degree model to obtain foundation radial consolidation degree index information;

[0076] In step S8, the preset soil consolidation degree model is:

[0077]

[0078] In the above formula (7), represents the foundation radial consolidation degree index information at the soil depth z, C h represents the preset radial consolidation coefficient, F represents the consolidation influence parameter of the current deep thick layer soft soil, represents the first consolidation control coefficient, represents the second consolidation control coefficient, z represents the soil depth information, h1 represents the insertion depth of the range extender vacuum pipe, and h2 represents the pre-buried depth of the range extender drain plate.

[0079] S9: judging according to the first analysis information of the current deep thick layer soft soil and the foundation radial consolidation degree index information to obtain second analysis information of the current deep thick layer soft soil, the second analysis information of the current deep thick layer soft soil being used for correcting the position of the incremental drainage plate.

[0080] In step S9, the first analysis information of the current deep thick layer soft soil and the foundation radial consolidation degree index information are compared with preset insertion thresholds of a plurality of vacuum pipes to obtain corresponding second analysis information of the current deep thick layer soft soil. Since the preset insertion thresholds of the plurality of vacuum pipes have been correspondingly set with the position of the incremental drainage plate, the position of the incremental drainage plate can be corrected according to the calculated second analysis information of the current deep thick layer soft soil to improve the consolidation degree of the soil body.

[0081] Embodiment 2

[0082] As shown in Figure 5 The embodiment provides an incremental vacuum preloading analysis system for deep thick layer soft soil, which comprises:

[0083] An acquisition module 1 is configured to acquire a vacuum degree decay rate of a current deep thick layer soft soil, a compression modulus of a current soil body, and incremental structure depth information, wherein the incremental structure depth information comprises an insertion depth of an incremental vacuum pipe and a pre-buried depth of an incremental drainage plate, and the incremental vacuum pipe and the incremental drainage plate are connected through a preset fixed connection structure and are pre-buried in the deep thick layer soft soil.

[0084] A first processing module 2 is configured to solve the vacuum degree decay rate of the deep thick layer soft soil and the incremental structure depth information through a preset vacuum load model to obtain vacuum load index information.

[0085] A second processing module 3 is configured to solve the vacuum degree decay rate of the deep thick layer soft soil, the compression modulus of the current soil body, and the incremental structure depth information through a preset soil body settlement model to obtain soil body settlement index information.

[0086] A third processing module 4 is configured to solve the vacuum load index information and the soil body settlement index information through a preset weight model to obtain incremental vacuum preloading information.

[0087] A fourth processing module 5 is configured to judge the incremental vacuum preloading information to obtain first analysis information of the current deep thick layer soft soil, and the first analysis information of the current deep thick layer soft soil is used for correcting the insertion depth of the incremental vacuum pipe.

[0088] In an embodiment of the method disclosed in the present application, in the first processing module, the following steps are included:

[0089] The first acquisition unit is used for acquiring the vacuum degree of a vacuum source of current deep thick layer soft soil and soil depth information;

[0090] The first calculation unit is used for calculating the vacuum degree decay rate of the deep thick layer soft soil and the soil depth information, so as to obtain soil decay information;

[0091] The second calculation unit is used for solving the vacuum degree of the vacuum source of the current deep thick layer soft soil, the vacuum degree decay rate of the deep thick layer soft soil, the soil decay information and the depth information of the range increasing structure through a preset vacuum load model, so as to obtain vacuum load index information.

[0092] In an embodiment of the method disclosed in the application, in the second processing module, the following steps are included:

[0093] The second acquisition unit is used for acquiring the vacuum degree of a vacuum source of current deep thick layer soft soil;

[0094] The third calculation unit is used for calculating the insertion depth of the range increasing vacuum tube and the pre-buried depth of the range increasing drainage board, so as to obtain a range increasing depth control coefficient;

[0095] The fourth calculation unit is used for solving the vacuum degree of the vacuum source of the current deep thick layer soft soil, the vacuum degree decay rate of the deep thick layer soft soil, the compression modulus of the current soil and the range increasing depth control coefficient through a preset soil settlement model, so as to obtain soil settlement index information.

[0096] In an embodiment of the method disclosed in the application, after the fourth processing module, the following steps are included:

[0097] The third acquisition unit is used for acquiring the consolidation influence parameter of current deep thick layer soft soil, the transmission rate of the vacuum degree to the soil layer and the soil depth information;

[0098] The fifth calculation unit is used for solving the transmission rate of the vacuum degree to the soil layer, the soil depth information and the depth information of the range increasing structure through a preset consolidation control model, so as to obtain a control coefficient, wherein the control coefficient includes a first consolidation control coefficient and a second consolidation control coefficient;

[0099] The sixth calculation unit is used for solving the consolidation influence parameter of the current deep thick layer soft soil and the control coefficient through a preset soil consolidation degree model, so as to obtain foundation radial consolidation degree index information.

[0100] The analysis unit is used for judging according to the first analysis information of the current deep thick layer soft soil and the foundation radial consolidation degree index information, so as to obtain second analysis information of the current deep thick layer soft soil, wherein the second analysis information of the current deep thick layer soft soil is used for correcting the position of the range increasing drainage board.

[0101] It should be noted that as to the system in the above-mentioned embodiments, the specific manner in which the various modules perform operations has been described in detail in the embodiments related to the method, and will not be described in detail here.

[0102] Embodiment 3:

[0103] Corresponding to the above method embodiments, the present embodiment also provides an incremental vacuum preloading analysis equipment for deep thick layer soft soil. The following description of an incremental vacuum preloading analysis equipment for deep thick layer soft soil can be correspondingly referred to the above description of an incremental vacuum preloading analysis method for deep thick layer soft soil.

[0104] Figure 6 is a block diagram of an incremental vacuum preloading analysis equipment 800 for deep thick layer soft soil according to an exemplary embodiment. As shown, the incremental vacuum preloading analysis equipment 800 for deep thick layer soft soil can include a processor 801, a memory 802. The incremental vacuum preloading analysis equipment 800 for deep thick layer soft soil can also include one or more of a multimedia component 803, an I / O interface 804, and a communication component 805. Figure 6 As shown, the incremental vacuum preloading analysis equipment 800 for deep thick layer soft soil can include a processor 801, a memory 802. The incremental vacuum preloading analysis equipment 800 for deep thick layer soft soil can also include one or more of a multimedia component 803, an I / O interface 804, and a communication component 805.

[0105] The processor 801 is used to control the overall operation of the extended-range vacuum preloading analysis device 800 for deep soft soil to complete all or part of the steps of the extended-range vacuum preloading analysis method for deep soft soil. The memory 802 is used to store various types of data to support the operation of the extended-range vacuum preloading analysis device 800 for deep soft soil. This data may include, for example, instructions for any application or method operating on the extended-range vacuum preloading analysis device 800, as well as application-related data such as contact information, sent and received messages, pictures, audio, video, etc. The memory 802 can be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as static random access memory (SRAM), electrically erasable programmable read-only memory (EEPROM), erasable programmable read-only memory (EPROM), programmable read-only memory (PROM), read-only memory (ROM), magnetic memory, flash memory, magnetic disk or optical disk. The multimedia component 803 may include a screen and an audio component. The screen may be, for example, a touch screen, and the audio component is used to output and / or input audio signals. For example, the audio component may include a microphone for receiving external audio signals. The received audio signal may be further stored in the memory 802 or transmitted via the communication component 805. The audio component also includes at least one speaker for outputting audio signals. The I / O interface 804 provides an interface between the processor 801 and other interface modules, which may be a keyboard, a mouse, buttons, etc. These buttons may be virtual buttons or physical buttons. The communication component 805 is used for wired or wireless communication between the extended-range vacuum preloading analysis device 800 for deep soft soil and other devices. Wireless communication, such as Wi-Fi, Bluetooth, Near Field Communication (NFC), 2G, 3G or 4G, or a combination of one or more of them, so the corresponding communication component 805 may include: a Wi-Fi module, a Bluetooth module, an NFC module.

[0106] In an example embodiment, the analysis device 800 for the incremental vacuum preloading of deep thick soft soil can be implemented by one or more of Application Specific Integrated Circuit (ASIC), Digital Signal Processor (DSP), Digital Signal Processing Device (DSPD), Programmable Logic Device (PLD), Field Programmable Gate Array (FPGA), controller, microcontroller, microprocessor or other electronic elements for performing the above-mentioned method for the incremental vacuum preloading of deep thick soft soil.

[0107] In another example embodiment, a computer readable storage medium including program instructions that, when executed by a processor, implement the steps of the above-mentioned method for the incremental vacuum preloading of deep thick soft soil is also provided. For example, the computer readable storage medium can be the above-mentioned memory 802 including program instructions that can be executed by the processor 801 of the analysis device 800 for the incremental vacuum preloading of deep thick soft soil to complete the above-mentioned method for the incremental vacuum preloading of deep thick soft soil.

[0108] Embodiment 4:

[0109] Corresponding to the above method embodiments, a readable storage medium is also provided in the present embodiment, and the readable storage medium described below can be referred to in conjunction with the above-mentioned method for the incremental vacuum preloading of deep thick soft soil.

[0110] A readable storage medium, on which a computer program is stored, the computer program, when executed by a processor, implements the steps of the above-mentioned method for the incremental vacuum preloading of deep thick soft soil.

[0111] The readable storage medium can specifically be a U disk, a mobile hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and various readable storage media that can store program codes.

[0112] The above merely describes the preferred embodiments of the present application, and is not used to limit the present application. Any modification, equivalent replacement, improvement, etc. within the spirit and principle of the present application shall be included in the protection scope of the present application.

[0113] The above merely describes the preferred embodiments of the present application, and is not used to limit the present application. Any modification, equivalent replacement, improvement, etc. within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. An extended-range vacuum preloading analysis method for deep soft soil, characterized in that: include: Obtaining the vacuum attenuation rate of the current deep soft soil layer, the current soil compression modulus, and the range-extending structure depth information, wherein the range-extending structure depth information includes the insertion depth of the range-extending vacuum tube and the pre-buried depth of the range-extending drainage board. The range-extending vacuum tube and the range-extending drainage board are connected via a preset fixed connection structure and pre-buried in the deep soft soil layer; The vacuum attenuation rate of the deep soft soil layer and the depth information of the extended-range structure are solved by a preset vacuum load model to obtain vacuum load index information; The vacuum decay rate of the deep soft soil layer, the compression modulus of the current soil, and the depth information of the range-extending structure are solved using a preset soil settlement model to obtain soil settlement index information; Solving the vacuum load index information and soil settlement index information using a preset weight model to obtain extended-range vacuum preloading information; The extended-range vacuum preload information is judged and compared with a plurality of preset graded depth thresholds. The plurality of preset graded depth thresholds have been set corresponding to the insertion depth of the extended-range vacuum tube, and the first analysis information of the current deep layer of soft soil is obtained. The first analysis information of the current deep layer of soft soil is used to correct the insertion depth of the extended-range vacuum tube.

2. The extended-range vacuum preloading analysis method for deep soft soil according to claim 1 is characterized in that: The vacuum attenuation rate of the deep soft soil layer and the depth information of the extended-range structure are solved using a preset vacuum load model to obtain vacuum load index information, including: Obtain the vacuum degree and soil depth information of the vacuum source in the current thick soft soil layer; Calculating the vacuum attenuation rate of the deep soft soil layer and the soil depth information to obtain soil attenuation information; The vacuum degree of the vacuum source of the current deep soft soil layer, the vacuum degree attenuation rate of the deep soft soil layer, the soil attenuation information and the range-extending structure depth information are solved by a preset vacuum load model to obtain vacuum load index information.

3. The extended-range vacuum preloading analysis method for deep soft soil according to claim 2, characterized in that: The preset vacuum load model is: In the above formula, P z It represents the vacuum load index information at the soil depth z, P0 represents the vacuum degree of the vacuum source in the current deep soft soil layer, u(z) represents the soil attenuation information, η represents the vacuum degree attenuation rate of the deep soft soil layer, z represents the soil depth information, h1 represents the insertion depth of the extended-range vacuum tube, and h2 represents the pre-buried depth of the extended-range drainage board.

4. The extended-range vacuum preloading analysis method for deep soft soil according to claim 1, characterized in that: The vacuum decay rate of the deep soft soil layer, the compression modulus of the current soil, and the depth information of the range-extending structure are solved using a preset soil settlement model to obtain soil settlement index information, including: Obtain the vacuum degree of the vacuum source in the current thick layer of soft soil; Calculating the insertion depth of the extended-range vacuum tube and the pre-buried depth of the extended-range drainage plate to obtain an extended-range depth control coefficient; The vacuum degree of the vacuum source of the current deep soft soil layer, the vacuum degree attenuation rate of the deep soft soil layer, the compression modulus of the current soil body and the extended-range depth control coefficient are solved through a preset soil settlement model to obtain soil settlement index information.

5. The extended-range vacuum preloading analysis method for deep soft soil according to claim 4, characterized in that: The preset soil settlement model is: In the above formula, S represents the soil settlement index information, P0 represents the vacuum degree of the vacuum source in the current deep soft soil layer, η represents the vacuum degree attenuation rate of the deep soft soil layer, H represents the extended range depth control coefficient, and E represents the compression modulus of the current soil.

6. The extended-range vacuum preloading analysis method for thick soft soil according to claim 1, characterized in that: After judging the extended-range vacuum preloading information and obtaining first analysis information of the current deep soft soil layer, the method further includes: Obtain the consolidation influencing parameters of the current deep soft soil layer, the transfer rate of vacuum to the soil layer, and the soil depth information; Solving the transfer rate of the vacuum degree to the soil layer, the soil depth information, and the range-extending structure depth information using a preset consolidation control model to obtain control coefficients, wherein the control coefficients include a first consolidation control coefficient and a second consolidation control coefficient; Solving the consolidation influencing parameters of the current deep soft soil layer and the control coefficient using a preset soil consolidation model to obtain foundation radial consolidation index information; According to the first analysis information of the current deep soft soil layer and the foundation radial consolidation index information, a judgment is made to obtain the second analysis information of the current deep soft soil layer, and the second analysis information of the current deep soft soil layer is used to correct the position of the extended-range drainage board.

7. An extended-range vacuum preloading analysis system for deep soft soil, characterized in that: include: an acquisition module for acquiring the vacuum attenuation rate of the current deep soft soil layer, the compression modulus of the current soil body, and the depth information of the range-extending structure, wherein the range-extending structure depth information includes the insertion depth of the range-extending vacuum tube and the pre-buried depth of the range-extending drainage board. The range-extending vacuum tube and the range-extending drainage board are connected via a preset fixed connection structure and pre-buried in the deep soft soil layer; The first processing module is used to solve the vacuum attenuation rate of the deep soft soil layer and the depth information of the extended-range structure through a preset vacuum load model to obtain vacuum load index information; The second processing module is configured to solve the vacuum attenuation rate of the deep soft soil layer, the compression modulus of the current soil, and the depth information of the range-extending structure using a preset soil settlement model to obtain soil settlement index information; a third processing module, configured to solve the vacuum load index information and the soil settlement index information using a preset weight model to obtain extended-range vacuum preloading information; The fourth processing module is used to judge the extended-range vacuum preload information, compare the extended-range vacuum preload information with a plurality of preset graded depth thresholds, the preset plurality of graded depth thresholds have been set corresponding to the insertion depth of the extended-range vacuum tube, and obtain the first analysis information of the current deep layer of soft soil. The first analysis information of the current deep layer of soft soil is used to correct the insertion depth of the extended-range vacuum tube.

8. The extended-range vacuum preloading analysis system for deep soft soil according to claim 7, characterized in that: The first processing module includes: The first acquisition unit is used to obtain the vacuum degree of the vacuum source and the soil depth information of the current thick soft soil layer; A first calculation unit is configured to calculate the vacuum attenuation rate of the deep soft soil layer and the soil depth information to obtain soil attenuation information; The second calculation unit is used to solve the vacuum degree of the vacuum source of the current deep soft soil layer, the vacuum degree attenuation rate of the deep soft soil layer, the soil attenuation information and the depth information of the extended-range structure through a preset vacuum load model to obtain vacuum load index information.

9. The extended-range vacuum preloading analysis system for deep soft soil according to claim 7, characterized in that: The second processing module includes: The second acquisition unit is used to obtain the vacuum degree of the vacuum source of the current thick layer of soft soil; a third calculation unit, configured to calculate an insertion depth of the extended-range vacuum tube and a pre-buried depth of the extended-range drain plate to obtain an extended-range depth control coefficient; The fourth calculation unit is used to solve the vacuum degree of the vacuum source of the current deep soft soil layer, the vacuum degree attenuation rate of the deep soft soil layer, the compression modulus of the current soil body and the extended-range depth control coefficient through a preset soil settlement model to obtain soil settlement index information.

10. The extended-range vacuum preloading analysis system for deep soft soil according to claim 7, characterized in that: After the fourth processing module, the method further includes: The third acquisition unit is used to obtain the consolidation influencing parameters of the current deep soft soil layer, the transfer rate of vacuum to the soil layer, and the soil depth information; a fifth calculation unit, configured to solve the transfer rate of the vacuum degree to the soil layer, the soil depth information, and the range-extending structure depth information using a preset consolidation control model to obtain a control coefficient, wherein the control coefficient includes a first consolidation control coefficient and a second consolidation control coefficient; a sixth calculation unit, configured to solve the consolidation influencing parameters of the current deep soft soil layer and the control coefficient using a preset soil consolidation degree model to obtain foundation radial consolidation degree index information; The analysis unit is used to make a judgment based on the first analysis information of the current deep layer of soft soil and the foundation radial consolidation index information to obtain the second analysis information of the current deep layer of soft soil, and the second analysis information of the current deep layer of soft soil is used to correct the position of the extended-range drainage board.

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