Quantitative evaluation method and device for integrity of cement mixing pile, and medium

Abstract

The present application discloses a method and device for quantitatively evaluating the integrity of a cement mixing pile, as well as a medium. The method includes: taking a core sample of the cement mixing pile through core drilling to obtain the core sample of the cement mixing pile; counting the cumulative length of the first core samples in the core sample of the cement mixing pile that are greater than or equal to a first length; counting the cumulative length of the long columnar core samples in the core sample of the cement mixing pile, where the length of the long columnar core sample is greater than or equal to a second length; calculating the rock mass rating of the core sample of the cement mixing pile according to the cumulative length of the core samples of the first length; calculating the proportion of the long columnar core samples in the cumulative length of the core samples of the first length according to the cumulative length of the core samples of the second length, and classifying the integrity of the cement mixing pile into at least four categories according to the rock mass rating of the core sample of the cement mixing pile and the proportion of the long columnar core samples. The present application can quantitatively evaluate the integrity of the mixing pile, effectively promote the development of the mixing pile technology, and provide an important reference for the inspection and evaluation of the mixing pile.

Description

Technical Field

[0001] The present application relates to the field of cement mixing piles, in particular to a method and device for quantitatively evaluating the integrity of the cement mixing pile body, and a medium. Background Art

[0002] Soft soil is characterized by high water content, low strength, high compressibility, and poor water permeability. Due to the large settlement and significant rheological properties of soft soil foundations, cement mixing piles are often used in soft soil areas to reinforce soft soil foundations, improve the bearing capacity of soft soil foundations, and reduce foundation settlement deformation. The construction of cement mixing piles not only has low cost and high environmental protection, but also has a short construction period and little disturbance to the original soil. The cement mixing pile technology has been widely used in the reinforcement of soft soil foundations. Restricted by the current construction technology level of cement mixing piles, the judgment of the integrity of the cement mixing pile body in domestic specifications is basically in the qualitative stage. With the research and development of new curing materials for mixing piles and the improvement of mixing equipment, the pile-forming quality has been significantly improved, and there is a lack of a complete method for quantitatively evaluating the integrity of cement mixing piles in related technologies.

[0003] Therefore, the above technical problems existing in related technologies need to be solved urgently. Summary of the Invention

[0004] The present application aims to solve one of the technical problems in related technologies. To this end, the embodiments of the present application provide a method and device for quantitatively evaluating the integrity of the cement mixing pile body, and a medium, which can quantitatively evaluate the integrity of the cement mixing pile.

[0005] According to one aspect of the embodiments of the present application, there is provided a method for quantitatively evaluating the integrity of a cement mixing pile body, the method comprising:

[0006] Taking a core sample of the cement mixing pile to obtain the core sample of the cement mixing pile;

[0007] Statistical cumulative length of the first core samples in the core sample of the cement mixing pile that is greater than or equal to a first length;

[0008] Statistical cumulative length of the long columnar core samples in the core sample of the cement mixing pile, wherein the length of the long columnar core sample is greater than or equal to a second length;

[0009] Calculating the rock mass rating of the core sample of the cement mixing pile according to the cumulative length of the first core samples, and calculating the proportion of the long columnar core samples according to the length of the second core samples;

[0010] Classifying the integrity of the cement mixing pile body into at least four categories according to the rock mass rating of the core sample of the cement mixing pile and the proportion of the long columnar core samples.

[0011] In one embodiment, calculating the rock mass rating of the core sample of the cement mixing pile according to the cumulative length of the first core samples, the calculation formula including:

[0012]

[0013] Among them, RQD is the basic rock quality index of the cement mixing pile, a is the cumulative length of the first core sample, and c is the total core drilling footage when core drilling the cement mixing pile.

[0014] In one embodiment, the integrity of the mixing pile body is classified into at least four categories according to the basic rock quality index of the cement mixing pile core sample and the proportion of long columnar core samples, including:

[0015] When RQD ≥ 75%, the cement mixing pile is classified as a Class I pile;

[0016] When 75% > RQD ≥ 50%, the cement mixing pile is classified as a Class II pile;

[0017] When 50% > RQD ≥ 25%, the cement mixing pile is classified as a Class III pile;

[0018] When RQD < 25%, the cement mixing pile is classified as a Class IV pile.

[0019] In one embodiment, the method further includes:

[0020] Calculating the ratio of the cumulative length of the long columnar core sample to the cumulative length of the first core sample;

[0021] Classifying the Class I, Class II, and Class III piles into at least two subcategories according to the ratio of the cumulative length of the long columnar core sample to the cumulative length of the first core sample.

[0022] In one embodiment, the classification of the cement mixing pile into four categories according to the basic rock quality index of the cement mixing pile further includes:

[0023] When the cement mixing pile is a Class I to Class III pile, the cement mixing pile is refined and classified according to the ratio k of the cumulative length of the long columnar core sample to the cumulative length of the first core sample:

[0024] When k ≥ 50%, the pile body integrity is classified as subcategory a, and when k < 50%, the pile body integrity is classified as subcategory b;

[0025] The calculation formula for the ratio k of the cumulative length of the long columnar core sample to the cumulative length of the first core sample includes:

[0026]

[0027] Among them, k is the ratio of the cumulative length of the long columnar core sample to the cumulative length of the first core sample, b is the cumulative length of the long columnar core sample, and a is the cumulative length of the first core sample.

[0028] In one embodiment, when the pile body integrity is subclass a, it is determined that the core sample of the cement mixing pile has relatively good integrity; when the pile body integrity is subclass b, it is determined that the core sample of the cement mixing pile has relatively poor integrity.

[0029] In one embodiment, the second length is greater than or equal to three times the length of the core sample of the cement mixing pile.

[0030] According to one aspect of the embodiments of the present application, there is provided a device for quantitatively evaluating the integrity of the pile body of a cement mixing pile, the device comprising:

[0031] A sampling module for taking a core sample of the cement mixing pile by core drilling to obtain the core sample of the cement mixing pile;

[0032] A statistics module for statistically calculating the cumulative length of the first core samples in the core sample of the cement mixing pile that are greater than or equal to the first length, and statistically calculating the cumulative length of the long columnar core samples in the core sample of the cement mixing pile, wherein the length of the long columnar core sample is greater than or equal to the second length;

[0033] A calculation module for calculating the rock basic quality index of the core sample of the cement mixing pile according to the cumulative length of the first core samples, and calculating the proportion of the long columnar core samples according to the length of the second core samples;

[0034] A classification module for classifying the integrity of the pile body of the mixing pile into at least four categories according to the rock basic quality index of the core sample of the cement mixing pile and the proportion of the long columnar core samples.

[0035] According to one aspect of the embodiments of the present application, there is provided a device for quantitatively evaluating the integrity of the pile body of a cement mixing pile, the device comprising:

[0036] At least one processor;

[0037] At least one memory for storing at least one program;

[0038] When at least one of the at least one program is executed by at least one of the at least one processor, the method for quantitatively evaluating the integrity of the pile body of the cement mixing pile as described in the previous embodiments is implemented.

[0039] According to one aspect of the embodiments of the present application, there is provided a medium storing a program executable by a processor, and when the program executable by the processor is executed by the processor, the method for quantitatively evaluating the integrity of the pile body of the cement mixing pile as described in the previous embodiments is implemented.

[0040] The beneficial effects of the method, device, and medium for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiments of the present application are as follows: The present application provides a method for quantitatively evaluating the integrity of the cement mixing pile, including: taking a core sample of the cement mixing pile through core drilling to obtain the core sample of the cement mixing pile; counting the cumulative length of the first core samples with a length greater than or equal to the first length in the core sample of the cement mixing pile; counting the cumulative length of the long columnar core samples in the core sample of the cement mixing pile, where the length of the long columnar core sample is greater than or equal to the second length; calculating the rock basic quality index of the core sample of the cement mixing pile according to the cumulative length of the first core samples, and calculating the proportion of the long columnar core samples according to the length of the second core samples; classifying the integrity of the mixing pile body into at least four categories according to the rock basic quality index of the core sample of the cement mixing pile and the proportion of the long columnar core samples. The present application can quantitatively evaluate the integrity of the mixing pile body, effectively promote the development of the mixing pile technology, and provide an important reference for the inspection and evaluation of the mixing pile.

[0041] Additional aspects and advantages of the present application will be given in part in the following description, become apparent in part from the following description, or be learned through the practice of the present application. Description of the Drawings

[0042] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present application. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0043] Figure 1 It is a flowchart of the method for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiments of the present application;

[0044] Figure 2 It is a detailed flowchart of the method for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiments of the present application;

[0045] Figure 3 It is a device diagram of the device for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiments of the present application;

[0046] Figure 4 It is another device diagram of the device for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiments of the present application. Detailed Embodiments

[0047] To enable those skilled in the art to better understand the solution of this application, the following will clearly and completely describe the technical solution in the embodiments of this application with reference to the accompanying drawings in the embodiments of this application. Obviously, the described embodiments are only a part of the embodiments of this application, rather than all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of this application.

[0048] The terms "first", "second", "third", "fourth", etc. in the specification, claims and drawings of this application are used to distinguish different objects, rather than to describe a specific order. In addition, the terms "comprising" and "having" and any variations thereof are intended to cover non-exclusive inclusion. For example, a process, method, system, product or device that includes a series of steps or units is not limited to the listed steps or units, but optionally further includes steps or units not listed, or optionally further includes other steps or units inherent to these processes, methods, products or devices.

[0049] Referring to "embodiments" in this context means that specific features, structures or characteristics described in connection with the embodiments can be included in at least one embodiment of this application. The phrase appears in various places in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment mutually exclusive with other embodiments. Those skilled in the art will explicitly and implicitly understand that the embodiments described herein can be combined with other embodiments.

[0050] Soft soil is characterized by high water content, low strength, large compressibility and poor water permeability. Due to the large settlement and significant rheological properties of soft soil foundations, cement mixing piles are often used to reinforce soft soil foundations during construction in soft soil areas to improve the bearing capacity of soft soil foundations and reduce foundation settlement deformation. The construction of cement mixing piles not only has low cost and high environmental protection, but also has a relatively short construction period and little disturbance to the original soil. The technology of cement mixing piles has been widely used in the reinforcement of soft soil foundations. Restricted by the current construction technology level of cement mixing piles, the judgment of the integrity of cement mixing pile shafts in domestic codes is basically in the qualitative stage. With the research and development of new curing materials for mixing piles and the improvement of mixing equipment, the pile-forming quality has been significantly improved, and it is very necessary to propose a set of methods for quantitatively evaluating the integrity of cement mixing pile shafts.

[0051] At present, the Rock Quality Designation (RQD) is generally used at home and abroad to evaluate the quality of rock masses (rocks). RQD is a quantitative parameter that basically reflects the integrity of engineering rock masses and can be used for reference in the quantitative evaluation of the integrity of cement mixing pile shafts. This patent can quantitatively evaluate the integrity of mixing pile shafts, effectively promote the development of mixing pile technology, and provide an important reference for the inspection and evaluation of mixing piles.

[0052] Figure 1 The flowchart of the quantitative evaluation method for the integrity of the cement mixing pile provided by the embodiment of the present application Figure 2 The detailed flowchart of the quantitative evaluation method for the integrity of the cement mixing pile provided by the embodiment of the present application, as Figure 1 and Figure 2 shown, the present application discloses that the quantitative evaluation method for the integrity of the cement mixing pile includes:

[0053] S101. Core sampling is carried out on the cement mixing pile to obtain the core sample of the cement mixing pile.

[0054] S102. The cumulative length of the first core samples with a length greater than or equal to the first length in the core sample of the cement mixing pile is counted, and the cumulative length of the long columnar core samples in the core sample of the cement mixing pile is counted, where the length of the long columnar core sample is greater than or equal to the second length.

[0055] S103. Calculate the rock quality designation (RQD) and the proportion of long columnar core samples of the cement mixing pile according to the cumulative lengths of the first core samples and the long columnar core samples.

[0056] In step S103, the rock quality designation (RQD) of the cement mixing pile is a quantitative parameter that basically reflects the integrity of the engineering rock mass and can be used for reference in the quantitative evaluation of the integrity of the cement mixing pile body. In this embodiment, the rock quality designation (RQD) of the cement mixing pile is calculated according to the cumulative lengths of the first core samples and the long columnar core samples, and the calculation formula includes:

[0057]

[0058] where RQD is the rock quality designation of the cement mixing pile, a is the cumulative length of the first core samples, and c is the total core drilling footage when core sampling is carried out on the cement mixing pile.

[0059] In this embodiment, the second length is greater than or equal to three times the length of the core sample of the cement mixing pile. The length ratio of the second length being greater than or equal to three times the length of the core sample of the cement mixing pile has been tested and verified, and it can detect with relatively high accuracy with fewer samples.

[0060] S104. Classify the integrity of the mixing pile body into at least four categories according to the rock quality designation of the core sample of the cement mixing pile and the proportion of long columnar core samples.

[0061] After calculating the rock quality designation (RQD) of the cement mixing pile, the cement mixing pile is classified into at least four categories according to the rock quality designation of the cement mixing pile, including:

[0062] When RQD≥75%, the cement mixing pile is classified as a Class I pile;

[0063] When 75% > RQD ≥ 50%, classify the cement mixing pile as Class II pile;

[0064] When 50% > RQD ≥ 25%, classify the cement mixing pile as Class III pile;

[0065] When RQD < 25%, classify the cement mixing pile as Class IV pile.

[0066] Among them, the basic quality of the rock corresponding to the Class I pile of the cement mixing pile is intact, the basic quality of the rock corresponding to the Class II pile of the cement mixing pile is relatively intact, the basic quality of the rock corresponding to the Class III pile of the cement mixing pile is moderately intact, and the basic quality of the rock corresponding to the Class IV pile of the cement mixing pile is poorly intact. By using the RQD index of the basic quality of the rock of the cement mixing pile, the integrity index of the basic quality of the rock of the cement mixing pile is divided into four categories, which can facilitate the distinction of cement mixing piles with different integrity levels and facilitate construction workers to quickly select cement mixing piles with different integrity levels during the construction process.

[0067] After calculating the RQD index of the basic quality of the rock of the cement mixing pile and dividing the integrity of the cement mixing pile into four categories, the method further includes calculating the k value of the cement mixing pile. Specifically: calculate the ratio of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample; divide the Class I, Class II, and Class III piles of the cement mixing pile into two subcategories according to the ratio of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample.

[0068] Correspondingly, this application divides the Class I, Class II, and Class III piles of the cement mixing pile into two subcategories according to the ratio of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample. It includes: when the cement mixing pile is a Class I to Class III pile, classify the cement mixing pile according to the ratio k of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample: when k ≥ 50%, the pile integrity is classified as subcategory a, when k < 50%, the pile integrity is classified as subcategory b; the calculation formula for the ratio k of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample includes:

[0069]

[0070] Among them, k is the ratio of the cumulative length of the long cylindrical core sample to the cumulative length of the first core sample, b is the cumulative length of the long cylindrical core sample, and a is the cumulative length of the first core sample. That is, when it is determined to be a Class I to Class III pile, it can be divided into two subcategories a and b according to the size of k: when k ≥ 50%, the pile integrity is subcategory a, when k < 50%, the pile integrity is subcategory b.

[0071] It should be noted that when the pile integrity is determined to be subclass a through this embodiment, it is determined that the core sample of the cement mixing pile has good integrity, that is, the core sample of the cement mixing pile is long columnar. When the pile integrity is subclass b, it is determined that the core sample of the cement mixing pile has poor integrity, that is, the core sample of the cement mixing pile is short columnar.

[0072] Specifically, the quantitative evaluation method for the pile integrity of the cement mixing pile in the embodiment of the present invention will be described in detail with specific embodiments below.

[0073] When using cement mixing piles to reinforce soft soil foundations, four cement mixing piles are selected. The pile length of each cement mixing pile is 25m, and the numbers are 1#, 2#, 3# and 4# respectively.

[0074] The double-tube single-acting sampler is used on-site to drill and take core samples, and its size and shape are inspected. The on-site core sampling results are as Figure 1 and Figure 4 shown. The cumulative length of the core samples of each pile with a length greater than or equal to 10cm is statistically calculated, and the rock quality designation RQD of the cement mixing pile is calculated.

[0075]

[0076] Calculate the ratio k of the cumulative length of the long columnar core samples (length ≥ 3d) in the core samples taken to the cumulative length of the core samples with a length greater than or equal to 10cm:

[0077]

[0078] In this embodiment, the total core drilling footage is 25m of the pile length, and the diameter of the core sample is 10cm. The summary table of the cumulative length of the core samples at all levels of the cement mixing pile is shown in Table 1:

[0079] Table 1 Summary table of the cumulative length of the core samples at all levels of the cement mixing pile

[0080]

[0081] For pile 1, the cumulative length of the core samples with a length greater than or equal to 10cm in the core samples taken is 1938cm, the RQD value is 77.52%, and the cumulative length of the long columnar core samples (length ≥ 30cm) is 852cm. The k value is 34.08% < 50%, so the pile integrity of pile 1 is complete subclass b, class Ⅰ b pile.

[0082] For pile 2, the cumulative length of the core samples with a length greater than or equal to 10cm in the core samples taken is 2276cm, the RQD value is 91.04%, and the cumulative length of the long columnar core samples (length ≥ 30cm) is 1383cm. The k value is 55.32% ≥ 50%, so the pile integrity of pile 2 is complete subclass a, class Ⅰ a pile.

[0083] The cumulative length of core samples with a length greater than or equal to 10 cm in the core sample of pile No. 3 is 2340 cm, the RQD value is 93.60%, the cumulative length of long columnar core samples (length ≥ 30 cm) is 1781 cm, and the k value is 76.11% ≥ 50%. Therefore, the pile integrity of pile No. 3 is complete class a, type Ⅰ a pile.

[0084] The cumulative length of core samples with a length greater than or equal to 10 cm in the core sample of pile No. 4 is 2005 cm, the RQD value is 80.20%, the cumulative length of long columnar core samples (length ≥ 30 cm) is 1100 cm, and the k value is 54.86% ≥ 50%. Therefore, the pile integrity of pile No. 4 is medium complete class a, type Ⅰ a pile. The pile integrity evaluation of piles No. 1 to 4 is shown in Table 2.

[0085] Table 2 Pile Integrity Evaluation Table of Piles No. 1 to 4

[0086]

[0087] It can be seen that through the quantitative evaluation method for the pile integrity of the cement mixing pile proposed in this application, the integrity of the cement mixing piles No. 1 to 4 can be evaluated, and at the same time, the cement mixing piles No. 1 to 4 are divided into type Ⅰ a and type Ⅰ b two categories, and the classification and evaluation basis include the RQD and k values.

[0088] In addition, this application also provides a device for quantitatively evaluating the pile integrity of a cement mixing pile, Figure 3 which is the device diagram of the device for quantitatively evaluating the pile integrity of the cement mixing pile provided in the embodiment of this application. As Figure 3 shown, the device includes:

[0089] A sampling module 301 for core sampling of the cement mixing pile to obtain the core sample of the cement mixing pile;

[0090] A statistical module 302 for statistically calculating the cumulative length of the first core samples with a length greater than or equal to the first length in the core sample of the cement mixing pile, and statistically calculating the cumulative length of the long columnar core samples in the core sample of the cement mixing pile, where the length of the long columnar core sample is greater than or equal to the second length;

[0091] A calculation module 303 for calculating the rock mass quality index of the cement mixing pile according to the cumulative lengths of the first core samples and the long columnar core samples;

[0092] A classification module 304 for classifying the cement mixing pile into at least four categories according to the rock mass quality index of the cement mixing pile.

[0093] In addition, this application also provides a device for quantitatively evaluating the pile integrity of a cement mixing pile,Figure 4 Another device diagram of the device for quantitatively evaluating the integrity of the cement mixing pile provided by the embodiment of the present application, as Figure 4 shown, the device includes:

[0094] At least one processor 401;

[0095] At least one memory 402, and the memory 402 is used to store at least one program;

[0096] When at least one of the programs is executed by at least one of the processors 401, the method for quantitatively evaluating the integrity of the cement mixing pile as described in the previous embodiment is implemented.

[0097] The present application also provides a medium, and the medium stores a program executable by a processor. When the program executable by the processor is executed by the processor, the method for quantitatively evaluating the integrity of the cement mixing pile as described in the previous embodiment is implemented.

[0098] The content in the above method embodiments is applicable to the present storage medium embodiment, and the functions specifically implemented by the present storage medium embodiment are the same as those of the above method embodiments.

[0099] In some alternative embodiments, the functions / operations mentioned in the block diagram may not occur in the order mentioned in the operation diagram. For example, depending on the functions / operations involved, two consecutive blocks shown may actually be executed substantially simultaneously or the blocks can sometimes be executed in the reverse order. In addition, the embodiments presented and described in the flowcharts of the present application are provided by way of example for the purpose of providing a more comprehensive understanding of the technology. The disclosed method is not limited to the operations and logical flows presented herein. Alternative embodiments are contemplated, in which the order of various operations is changed and the sub-operations described as part of a larger operation are executed independently.

[0100] In addition, although the present application has been described in the context of functional modules, it should be understood that, unless otherwise stated to the contrary, one or more of the functions and / or features may be integrated in a single physical device and / or software module, or one or more functions and / or features may be implemented in separate physical devices or software modules. It should also be understood that a detailed discussion of the actual implementation of each module is not necessary for understanding the present application. Rather, given the attributes, functions, and internal relationships of the various functional modules in the devices disclosed herein, the actual implementation of the modules will be understood within the ordinary skills of an engineer. Thus, those skilled in the art can implement the present application as set forth in the claims without undue experimentation. It should also be understood that the specific concepts disclosed are merely illustrative and are not intended to limit the scope of the present application, which is determined by the full scope of the appended claims and their equivalents.

[0101] If a function is implemented in the form of a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of the present application, in essence, or the part that contributes to the prior art, or a part of this technical solution, can be embodied in the form of a software product. This computer software product is stored in a storage medium and includes several instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute all or part of the steps of the methods of the various embodiments of the present application. The aforementioned storage medium includes: various media such as USB flash drives, mobile hard disks, read-only memories (ROM, Read-Only Memory), random access memories (RAM, Random Access Memory), magnetic disks, or optical discs that can store program codes.

[0102] The logic and / or steps represented in the flowchart or otherwise described herein, for example, can be considered as a definite sequence list of executable instructions for implementing logical functions, and can be specifically implemented in any computer-readable medium for use by an instruction execution system, apparatus, or device (such as a computer-based system, a system including a processor, or other systems that can fetch instructions from the instruction execution system, apparatus, or device and execute the instructions), or in conjunction with these instruction execution systems, apparatuses, or devices. For the purposes of this specification, a "computer-readable medium" can be any device that can contain, store, communicate, propagate, or transport a program for use by or in conjunction with an instruction execution system, apparatus, or device.

[0103] More specific examples (a non-exhaustive list) of computer-readable media include the following: an electrical connection (electronic device) having one or more wirings, a portable computer diskette (magnetic device), a random access memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber device, and a portable compact disc read-only memory (CDROM). Additionally, the computer-readable media can even be paper or other suitable media on which a program can be printed, because the program can be obtained electronically, for example, by optically scanning the paper or other media, followed by editing, interpretation, or other suitable processing as necessary, and then stored in a computer memory.

[0104] It should be understood that various parts of the present application can be implemented by hardware, software, firmware, or a combination thereof. In the above-described embodiments, multiple steps or methods can be implemented by software or firmware stored in a memory and executed by a suitable instruction execution system. For example, if implemented by hardware, as in another embodiment, any one or a combination of the following techniques well known in the art can be used: discrete logic circuits having logic gate circuits for implementing logical functions on data signals, application specific integrated circuits having appropriate combinational logic gate circuits, programmable gate arrays (PGAs), field programmable gate arrays (FPGAs), etc.

[0105] In the foregoing description of this specification, the descriptions with reference to the terms "one embodiment / example", "another embodiment / example", or "certain embodiments / examples", etc. mean that the specific features, structures, materials, or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials, or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0106] Although the embodiments of the present application have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the claims and their equivalents.

[0107] In the above, the above embodiments are only used to illustrate the technical solutions of the present application and are not intended to limit them; although the present application has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements on some of the technical features; and these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present application.

Claims

1. Quantification evaluation method for the integrity of cement mixing piles Characterized in that The method includes Taking core samples from the cement mixing piles to obtain the core samples of the cement mixing piles Counting the cumulative length of the first core samples in the core samples of the cement mixing piles that are greater than or equal to the first length; the first length is 10 cm Counting the cumulative length of the long columnar core samples in the core samples of the cement mixing piles, where the length of the long columnar core samples is greater than or equal to the second length; the second length is 30 cm Calculating the rock basic quality index of the core samples of the cement mixing piles according to the cumulative length of the first core samples Among them, calculating the rock basic quality index of the core samples of the cement mixing piles according to the cumulative length of the first core samples, the calculation formula includes Among them, RQD is the rock basic quality index of the cement mixing piles, a is the cumulative length of the first core samples, and c is the total core drilling footage when taking core samples from the cement mixing piles Classifying the integrity of the mixing pile body into at least four categories according to the rock basic quality index of the core samples of the cement mixing piles Among them, classifying the integrity of the mixing pile body into at least four categories according to the rock basic quality index of the core samples of the cement mixing piles, including When RQD≥75%, classifying the cement mixing pile as a Class I pile When 75%>RQD≥50%, classifying the cement mixing pile as a Class II pile When 50%>RQD≥25%, classifying the cement mixing pile as a Class III pile When RQD<25%, classifying the cement mixing pile as a Class IV pile 2. The quantification evaluation method for the integrity of the cement mixing pile body according to claim 1 Characterized in that The method further includes Calculating the ratio of the cumulative length of the long columnar core samples to the cumulative length of the first core samples Dividing the Class I piles, Class II piles and Class III piles into at least two subcategories according to the ratio of the cumulative length of the long columnar core samples to the cumulative length of the first core samples Among them, the classification of the cement mixing piles into four categories according to the rock basic quality index of the cement mixing piles further includes When the cement mixing pile is a Class I pile to a Class III pile, refining the classification of the cement mixing pile according to the ratio k of the cumulative length of the long columnar core samples to the cumulative length of the first core samples When k≥50%, the pile body integrity is classified as subcategory a, and when k<50%, the pile body integrity is classified as subcategory b The calculation formula for the ratio k of the cumulative length of the long columnar core samples to the cumulative length of the first core samples includes Among them, k is the ratio of the cumulative length of the long columnar core samples to the cumulative length of the first core samples, b is the cumulative length of the long columnar core samples, and a is the cumulative length of the first core samples When the pile body integrity is subcategory a, it is determined that the core samples of the cement mixing piles have good integrity, and when the pile body integrity is subcategory b, it is determined that the core samples of the cement mixing piles have poor integrity 3. Quantification evaluation device for the integrity of the cement mixing pile body Characterized in that The device includes A sampling module for taking core samples from the cement mixing piles to obtain the core samples of the cement mixing piles A statistical module, configured to statistically calculate the cumulative length of first core samples in the cement mixing pile core samples that are greater than or equal to a first length, and statistically calculate the cumulative length of long columnar core samples in the cement mixing pile core samples, where the length of the long columnar core samples is greater than or equal to a second length; A calculation module, configured to calculate the rock quality designation of the cement mixing pile core samples according to the cumulative length of the first core samples; Wherein, calculating the rock quality designation of the cement mixing pile core samples according to the cumulative length of the first core samples, the calculation formula includes: Wherein, RQD is the rock quality designation of the cement mixing pile, a is the cumulative length of the first core samples, and c is the total core drilling footage when core drilling the cement mixing pile; A classification module, configured to classify the integrity of the mixing pile body into at least four categories according to the rock quality designation of the cement mixing pile core samples; Wherein, classifying the integrity of the mixing pile body into at least four categories according to the rock quality designation of the cement mixing pile core samples, including: When RQD≥75%, classifying the cement mixing pile as a Class I pile; When 75%>RQD≥50%, classifying the cement mixing pile as a Class II pile; When 50%>RQD≥25%, classifying the cement mixing pile as a Class III pile; When RQD<25%, classifying the cement mixing pile as a Class IV pile.

4. A device for quantitatively evaluating the integrity of a cement mixing pile body, Characterized in that, The device includes: At least one processor; At least one memory, and the memory is used to store at least one program; When at least one of the programs is executed by at least one of the processors, the method for quantitatively evaluating the integrity of the cement mixing pile body according to any one of claims 1-2 is implemented.

5. A medium, Characterized in that, The medium stores a program executable by a processor, and when the program executable by the processor is executed by the processor, the method for quantitatively evaluating the integrity of the cement mixing pile body according to any one of claims 1-2 is implemented.

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