A construction method for special-shaped ground-connected wall with mud wall protection

Abstract

The present invention relates to the technical field of ground-connected wall construction, and in particular to a method for constructing a special-shaped ground-connected wall with mud wall protection, comprising: leveling a construction site and building a guide wall; determining a trenching construction method based on soil characteristic characterization parameters; determining a trenching size of the construction method, and determining the eligibility of the trenching size according to a verticality characterization value; under the condition that the trenching size is unqualified, determining an adjustment method for trenching construction based on a ratio of a verticality characterization value to a preset verticality characterization value; determining trenching parameters of a slotting machine based on a curvature change rate; determining the eligibility of trenching parameters based on fit; under the condition that the trenching parameters are unqualified, determining an optimization method for trenching construction based on a difference between the fit and the preset fit; completing trenching construction according to the optimized trenching parameters, hanging a steel cage, and conducting acceptance after the poured concrete is solidified. The present invention improves the efficiency of the construction process of the special-shaped ground-connected wall with mud wall protection.

Description

Technical Field

[0001] The invention relates to the technical field of ground-connected wall construction, and in particular to a mud wall protection construction method for a special-shaped ground-connected wall. Background Art

[0002] The underground continuous wall construction process is a construction method carried out before earth excavation. It uses a special trenching machine, under the action of mud wall protection, to carry out segmented excavation, steel cage placement and concrete pouring, and finally form a continuous underground wall. This wall structure plays a major role in the force-bearing of the foundation pit. With the continuous development of engineering technology, the shape of underground continuous walls has gradually diversified, and special-shaped underground continuous walls have appeared. These special-shaped walls have put forward higher requirements on the quality of trenching, steel cage production and lifting, concrete pouring, etc.

[0003] Chinese patent application publication number: CN110158575A discloses a method for constructing an underground continuous wall, comprising: installing a prefabricated outer layer of the underground continuous wall at a location where the underground continuous wall is required to be built; driving prefabricated vertical beams into the inner side of the outer layer of the underground continuous wall, and arranging a first layer of horizontal support frames between the prefabricated vertical beams to prevent the prefabricated vertical beams from tipping over; supporting the outer layer of the underground continuous wall on the prefabricated vertical beams through horizontal support members; digging away the soil on the inner side of the outer layer of the underground continuous wall to form a first underground foundation pit with a bottom elevation lower than the elevation of the roof of the second underground floor; after the horizontal support frames in the first underground foundation pit are arranged, the foundation pits for the remaining deeper underground layers are formed by analogy; pouring the inner layer of the underground continuous wall cast together with the outer layer of the underground continuous wall on the inner side of the outer layer of the underground continuous wall, the outer layer of the underground continuous wall, the inner layer of the underground continuous wall and the prefabricated vertical beams constitute the underground continuous wall, and the horizontal support members constitute the reinforcement of the underground continuous wall. However, the prior art has the following problems: the prior art lacks detailed analysis of various parameters of underground continuous wall construction, and lacks monitoring and feedback during the construction process, which leads to low efficiency in the construction process of special-shaped underground continuous wall mud wall protection. Summary of the invention

[0004] To this end, the present invention provides a method for constructing a special-shaped underground continuous wall with mud wall protection, so as to overcome the problem in the prior art of lack of refined analysis of various parameters of underground continuous wall construction, insufficient monitoring and feedback during the construction process, thereby leading to low efficiency of the special-shaped underground continuous wall mud wall protection construction process.

[0005] To achieve the above object, the present invention provides a special-shaped ground-connected wall slurry wall protection construction method, comprising:

[0006] Level the construction site and build guide walls;

[0007] Acquire soil at the construction site, and determine whether the trenching construction method is layered construction or segmented construction based on soil property characterization parameters of the soil at the construction site;

[0008] Determine the trenching size of the layered construction or the segmented construction based on the curvature radius of the guide wall, and determine the eligibility of the trenching size according to the verticality characterization value of the guide wall, the trenching size is the layer thickness or the segment length;

[0009] Under the condition that the trenching size is determined to be unqualified, the adjustment method of trenching construction is determined to be increasing the layer thickness or increasing the segment length based on the ratio of the verticality characterization value to the preset verticality characterization value;

[0010] Determining the slotting parameters of the slot milling machine based on the curvature change rate of the guide wall, wherein the slotting parameters include a slotting speed and a slotting depth;

[0011] preparing mud, and determining the eligibility of the trenching parameters based on the fit between the mud and the trench;

[0012] Under the condition that it is determined that the trenching parameters are unqualified, determining that the optimization method of the trenching construction is to increase the trenching speed or the trenching depth based on the difference between the fit degree and the preset fit degree;

[0013] The trench construction is completed according to the optimized trenching parameters, the steel cage is hoisted, and acceptance is carried out after the poured concrete has solidified.

[0014] Furthermore, under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be layered construction based on the comparison result that the soil characteristic characterization parameter of the soil at the construction site is less than or equal to the preset soil characteristic characterization parameter, and the layer thickness of the layered construction is determined to be 0.2m-0.5m according to the comparison result that the curvature radius of the guide wall is less than or equal to the curvature radius threshold.

[0015] Furthermore, under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be layered construction based on the comparison result that the soil characteristic characterization parameter of the soil at the construction site is less than or equal to the preset soil characteristic characterization parameter, and the layer thickness of the layered construction is determined to be 0.6m-1.0m according to the comparison result that the curvature radius of the guide wall is greater than the curvature radius threshold.

[0016] Furthermore, under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be segmented construction based on the comparison result that the soil characteristic characterization parameter of the soil at the construction site is greater than the preset soil characteristic characterization parameter, and the segment length of the segmented construction is determined to be 5m-15m according to the comparison result that the curvature radius of the guide wall is less than or equal to the curvature radius threshold.

[0017] Furthermore, under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be segmented construction based on the comparison result that the soil characteristic characterization parameter of the soil at the construction site is greater than the preset soil characteristic characterization parameter, and the segment length of the segmented construction is determined to be 15m-25m according to the comparison result that the curvature radius of the guide wall is greater than the curvature radius threshold.

[0018] Furthermore, under the condition of determining the trench size, the trench size is determined to be unqualified based on the comparison result that the verticality characterization value of the guide wall is greater than a preset verticality characterization value, and the layer thickness is increased by a preset thickness adjustment coefficient based on the comparison result that the ratio of the verticality characterization value to the preset verticality characterization value is less than or equal to the preset ratio.

[0019] Furthermore, under the condition of determining the trench size, the trench size is determined to be unqualified based on the comparison result that the verticality characterization value of the guide wall is greater than a preset verticality characterization value, and the segment length is increased by a preset length adjustment coefficient based on the comparison result that the ratio of the verticality characterization value to the preset verticality characterization value is greater than a preset ratio.

[0020] Furthermore, under the condition of determining the adjustment method of trenching construction, the trenching speed of the trenching machine is determined to be 5m / h-7m / h based on the comparison result that the curvature change rate of the guide wall is less than or equal to the preset curvature change rate, or the trenching depth of the trenching machine is determined to be 2m-5m based on the comparison result that the curvature change rate of the guide wall is greater than the preset curvature change rate, and the trenching parameters are determined to be unqualified according to the comparison result that the fit between the mud and the trench is less than or equal to the preset fit.

[0021] Further, under the condition that it is determined that the grooving speed is unqualified, it is determined to increase the grooving speed by a preset speed adjustment coefficient based on a comparison result that the difference between the fit degree and a preset fit degree is less than or equal to a preset difference.

[0022] Further, under the condition that it is determined that the grooving depth is unqualified, it is determined to increase the grooving depth by a preset depth adjustment coefficient based on a comparison result that a difference between the fit degree and a preset fit degree is greater than a preset difference.

[0023] Compared with the prior art, the beneficial effect of the present invention lies in that the present invention selects the trenching construction method according to soil characteristics, determines the trenching size based on the curvature radius of the guide wall, and determines the eligibility of the trenching size according to the verticality characterization value of the guide wall. When the trenching size is unqualified, the trenching size is adjusted, mud is prepared, and the trenching parameters are evaluated according to the curvature change rate of the guide wall, and then the eligibility of the trenching parameters is determined according to the fit. When the trenching parameters are unqualified, the optimization method of trenching construction is determined based on the difference between the fit and the preset fit, the trenching parameters are accurately determined and adjusted, the accuracy and efficiency of trenching construction are improved, and the overall efficiency of construction is enhanced.

[0024] Furthermore, the present invention determines whether to adopt a layered or segmented method for trenching construction by comparing the soil characteristic characterization parameters of the soil at the construction site with preset soil characteristic characterization parameters, thereby more reasonably matching soil conditions and construction methods and improving construction efficiency.

[0025] Furthermore, after determining the trenching construction method, the present invention adjusts the layer thickness of the layered construction and the segment length of the segmented construction according to the comparison result of the curvature radius of the guide wall and the curvature radius threshold, so as to accurately control the trenching size and improve the construction accuracy and efficiency.

[0026] Furthermore, the present invention determines the eligibility of the trenching size by comparing the verticality characterization value of the guide wall with the preset verticality characterization value, and adjusts the layer thickness or segment length according to the ratio of the verticality characterization value to the preset verticality characterization value when it is unqualified, so as to optimize the trenching construction. The unqualified trenching size is discovered and corrected in time, and the construction parameters are adjusted by adjusting the coefficient to ensure the quality and efficiency of the trenching construction.

[0027] Furthermore, after determining the trenching construction adjustment method, the present invention adjusts the trenching parameters of the milling machine according to the change rate of the guide wall curvature, and optimizes the trenching parameters by comparing the difference between the fit between the mud and the trenching and the preset fit. The fit between the mud and the trenching improves the construction quality and efficiency of the underground continuous wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a flow chart of a mud wall protection construction method based on a special-shaped ground-connected wall according to an embodiment of the present invention;

[0029] Figure 2 A flow chart of determining a trenching construction method according to an embodiment of the present invention;

[0030] Figure 3 A flow chart for determining the eligibility of a trenching dimension according to an embodiment of the present invention;

[0031] Figure 4 A flow chart of determining eligibility of trenching parameters according to an embodiment of the present invention. DETAILED DESCRIPTION

[0032] In order to make the objects and advantages of the present invention more clearly understood, the present invention is further described below in conjunction with embodiments; it should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.

[0033] The preferred embodiments of the present invention are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are only used to explain the technical principles of the present invention and are not intended to limit the protection scope of the present invention.

[0034] It should be pointed out that the data in this embodiment are obtained by comprehensive analysis and evaluation of the historical test data and the corresponding historical test results of the present invention in the three months before this test. It can be understood by those skilled in the art that the present invention can determine the above parameters for a single item by selecting the highest proportion of values ​​as the preset standard parameters according to the data distribution, using weighted summation to use the obtained values ​​as the preset standard parameters, substituting each historical data into a specific formula and using the values ​​obtained by the formula as the preset standard parameters or other selection methods, as long as the present invention can clearly define different specific situations in the single determination process through the obtained values.

[0035] See also Figure 1-Figure 4 As shown, Figure 1 It is a flow chart of a mud wall protection construction method based on a special-shaped ground-connected wall according to an embodiment of the present invention; Figure 2 A flow chart of determining a trenching construction method according to an embodiment of the present invention; Figure 3 A flow chart for determining the eligibility of a trenching dimension according to an embodiment of the present invention; Figure 4 A flow chart of determining eligibility of trenching parameters according to an embodiment of the present invention.

[0036] The embodiment of the present invention is based on a special-shaped ground-connected wall slurry protection wall construction method, comprising:

[0037] Step S1, leveling the construction site and building a guide wall;

[0038] Step S2, obtaining soil at the construction site, and determining whether the trenching construction method is layered construction or segmented construction based on soil property characterization parameters of the soil at the construction site;

[0039] Step S3, determining the trenching size of the layered construction or the segmented construction based on the curvature radius of the guide wall, and determining the eligibility of the trenching size according to the verticality characterization value of the guide wall, wherein the trenching size is the layer thickness or the segment length;

[0040] Step S4, under the condition that the trenching size is determined to be unqualified, based on the ratio of the verticality characterization value to the preset verticality characterization value, determining that the adjustment method for trenching construction is to increase the layer thickness or increase the segment length;

[0041] Step S5, determining the slotting parameters of the slot milling machine based on the curvature change rate of the guide wall, wherein the slotting parameters include a slotting speed and a slotting depth;

[0042] Step S6, preparing mud, and determining the eligibility of the trenching parameters based on the fit between the mud and the trench;

[0043] Step S7, under the condition that it is determined that the trenching parameters are unqualified, determining that the optimization method of the trenching construction is to increase the trenching speed or the trenching depth based on the difference between the fit degree and the preset fit degree;

[0044] Step S8, complete trenching construction according to the optimized trenching parameters, hang the steel cage, and conduct acceptance after the poured concrete solidifies.

[0045] Specifically, the present invention selects a trenching construction method according to soil characteristics, determines a trenching size based on a guide wall curvature radius, and determines the eligibility of the trenching size based on a verticality characterization value of the guide wall. When the trenching size is unqualified, the trenching size is adjusted, mud is prepared, and trenching parameters are evaluated based on the curvature change rate of the guide wall. The eligibility of the trenching parameters is then determined based on the fit. When the trenching parameters are unqualified, an optimized trenching construction method is determined based on a difference between the fit and a preset fit. The trenching parameters are accurately determined and adjusted, thereby improving the accuracy and efficiency of trenching construction and enhancing the overall efficiency of construction.

[0046] Specifically, the embodiment of the present invention determines the trenching construction method according to the comparison result of the soil characteristic characterization parameter of the soil at the construction site and the preset soil characteristic characterization parameter 0.89;

[0047] When the soil characteristic characterization parameter is less than or equal to the preset soil characteristic characterization parameter, it is determined that the trenching construction method is layered construction;

[0048] When the soil characteristic characterization parameter is greater than the preset soil characteristic characterization parameter, it is determined that the trenching construction method is segmented construction.

[0049] In the embodiment of the present invention, the preset soil property characterization parameter value is 0.89, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0050] In the embodiment of the present invention, the layered construction is to divide the trench into multiple layers for construction, and the segmented construction is to divide the trench into multiple sections for construction.

[0051] Specifically, the soil property characterization parameter is calculated according to the following formula in the embodiment of the present invention:

[0052]

[0053] Among them, P represents the soil characteristic parameter, C is the soil hardness, and C 0 Assume that C is the soil hardness threshold. 0 =20kg / cm 2 , D is soil viscosity, D 0 Assume that soil viscosity threshold, D 0 =2N / cm².

[0054] Specifically, the present invention determines whether to adopt a layered or segmented method for trenching construction by comparing the soil characteristic characterization parameters of the soil at the construction site with preset soil characteristic characterization parameters, thereby more reasonably matching soil conditions and construction methods and improving construction efficiency.

[0055] Specifically, in the embodiment of the present invention, under the condition that the trenching construction method is determined to be layered construction, the trenching size of the layered construction is determined according to the comparison result of the curvature radius of the guide wall and the curvature radius threshold of 3m;

[0056] When the curvature radius is less than or equal to the curvature radius threshold, the layer thickness of the layered construction is determined to be 0.2m-0.5m, preferably 0.4m;

[0057] When the curvature radius is greater than the curvature radius threshold, the layer thickness of the layered construction is determined to be 0.6 m-1.0 m, preferably 0.8 m.

[0058] In the embodiment of the present invention, the threshold value of the curvature radius is 3 m, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0059] Specifically, in the embodiment of the present invention, under the condition that the trenching construction method is determined to be segmented construction, the trenching size of the layered construction is determined according to the comparison result of the curvature radius of the guide wall and the curvature radius threshold of 3m;

[0060] When the curvature radius is less than or equal to the curvature radius threshold, the segment length of the segmented construction is determined to be 5m-15m, preferably 10m;

[0061] When the curvature radius is greater than the curvature radius threshold, the segment length of the segmented construction is determined to be 15m-25m, preferably 20m.

[0062] In the embodiment of the present invention, the threshold value of the curvature radius is 3 m, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0063] Specifically, the radius of curvature is the ratio of the arc length of the guide wall to the central angle corresponding to the arc length.

[0064] Specifically, after determining the trenching construction method, the present invention adjusts the layer thickness of the layered construction and the segment length of the segmented construction according to the comparison result of the curvature radius of the guide wall and the curvature radius threshold, accurately controls the trenching size, and improves the construction accuracy and efficiency.

[0065] Specifically, the embodiment of the present invention determines the eligibility of the trenching size according to the comparison result of the verticality characterization value of the guide wall and the preset verticality characterization value 0.85;

[0066] When the verticality characterization value is less than or equal to the preset verticality characterization value, it is determined that the trenching size is qualified;

[0067] When the verticality characterization value is greater than the preset verticality characterization value, it is determined that the trenching size is unqualified.

[0068] In the embodiment of the present invention, the preset verticality characterization value is 0.85, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0069] Specifically, the embodiment of the present invention calculates the verticality characterization value according to the following formula, setting:

[0070]

[0071] Where Q represents the verticality characterization value, H is the actual measured vertical height of the trench wall after trenching, and H 0 Set H to the ideal height of 90° absolutely vertical. 0 =5m, h is the depth of trenching.

[0072] Specifically, under the condition that the trenching size is determined to be unqualified, the embodiment of the present invention determines the adjustment method of the trenching construction according to the comparison result of the ratio of the verticality characterization value to the preset verticality characterization value and the preset ratio 1.35;

[0073] When the ratio is less than or equal to the preset ratio, it is determined to increase the layer thickness to a corresponding value by a preset thickness adjustment coefficient of 1.03;

[0074] When the ratio is greater than the preset ratio, it is determined to increase the segment length to a corresponding value by a preset length adjustment coefficient of 1.07;

[0075] The ratio is the ratio of the verticality characterization value to the preset verticality characterization value.

[0076] In the embodiment of the present invention, the preset ratio is 1.35, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0077] In the embodiment of the present invention, the increased layer thickness is the product of the layer thickness and the preset thickness adjustment coefficient 1.03; the increased segment length is the product of the segment length and the preset length adjustment coefficient 1.07.

[0078] Specifically, the present invention determines the eligibility of the trenching size by comparing the verticality characterization value of the guide wall with the preset verticality characterization value, and adjusts the layer thickness or segment length according to the ratio of the verticality characterization value to the preset verticality characterization value when it is unqualified, so as to optimize the trenching construction. The unqualified trenching size is discovered and corrected in time, and the construction parameters are adjusted by adjusting the coefficient to ensure the quality and efficiency of the trenching construction.

[0079] Specifically, under the condition of determining the adjustment method of the trenching construction, the embodiment of the present invention determines the trenching parameters of the trenching machine according to the comparison result of the curvature change rate of the guide wall and the preset curvature change rate of 0.79;

[0080] When the curvature change rate is less than or equal to the preset curvature change rate, the slotting speed of the slot milling machine is determined to be 5m / h-7m / h, preferably 6m / h;

[0081] When the curvature change rate is greater than the preset curvature change rate, the trenching depth of the trenching machine is determined to be 2m-5m, preferably 3m.

[0082] In the embodiment of the present invention, the preset curvature change rate is 0.79, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0083] Specifically, under the condition of determining the slotting parameters of the slot milling machine, the embodiment of the present invention determines the eligibility of the slotting parameters according to the comparison result of the fit between the mud and the slot and the preset fit of 0.81;

[0084] When the degree of fit is less than or equal to the preset degree of fit, it is determined that the trenching parameters are unqualified;

[0085] When the degree of fit is greater than the preset degree of fit, it is determined that the grooving parameters are qualified.

[0086] In the embodiment of the present invention, the preset fit value is 0.81, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0087] Specifically, the embodiment of the present invention calculates the degree of fit according to the following formula, setting:

[0088]

[0089] Wherein, N represents the degree of fit, W represents the flatness after the slurry is covered on the groove surface, and W 0 is the flatness threshold, set W 0 =5mm, C is the coverage of the slurry on the groove surface, C 0 As the coverage threshold, set C 0 =0.8, the coverage is the ratio of the area covered by the mud on the groove surface to the total area of ​​the groove surface.

[0090] Specifically, under the condition that the groove excavation parameters are determined to be unqualified, the embodiment of the present invention determines the optimization method of the groove excavation parameters according to the comparison result between the preset fit degree and the difference between the fit degree and the preset difference value of 0.56;

[0091] When the difference is less than or equal to the preset difference, it is determined to increase the trenching speed to a corresponding value by a preset speed adjustment coefficient of 1.13;

[0092] When the difference is greater than the preset difference, it is determined to increase the trenching depth to a corresponding value using a preset depth adjustment coefficient of 1.18;

[0093] The difference is the difference between the preset fit degree and the fit degree.

[0094] In the embodiment of the present invention, the preset difference value is 0.56, but the above value is not limited thereto, and those skilled in the art may also adjust the value according to actual needs.

[0095] In the embodiment of the present invention, the increased grooving speed is the product of the grooving speed and the preset speed adjustment coefficient of 1.13; the increased grooving depth is the product of the grooving depth and the preset depth adjustment coefficient of 1.18.

[0096] Specifically, after determining the trenching construction adjustment method, the present invention adjusts the trenching parameters of the milling machine according to the curvature change rate of the guide wall, and optimizes the trenching parameters by comparing the difference between the fit between the mud and the trenching and the preset fit. The fit between the mud and the trenching improves the construction quality and efficiency of the underground continuous wall.

[0097] So far, the technical solutions of the present invention have been described in conjunction with the preferred embodiments shown in the accompanying drawings. However, it is easy for those skilled in the art to understand that the protection scope of the present invention is obviously not limited to these specific embodiments. Without departing from the principle of the present invention, those skilled in the art can make equivalent changes or substitutions to the relevant technical features, and the technical solutions after these changes or substitutions will fall within the protection scope of the present invention.

[0098] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A method for constructing a special-shaped ground-connected wall with mud wall protection, characterized in that: include: Level the construction site and build guide walls; Acquire soil at the construction site, and determine whether the trenching construction method is layered construction or segmented construction based on soil property characterization parameters of the soil at the construction site; Determine the trenching size of the layered construction or the segmented construction based on the curvature radius of the guide wall, and determine the eligibility of the trenching size according to the verticality characterization value of the guide wall, the trenching size is the layer thickness or the segment length; Under the condition that the trenching size is determined to be unqualified, the adjustment method of trenching construction is determined to be increasing the layer thickness or increasing the segment length based on the ratio of the verticality characterization value to the preset verticality characterization value; Determining the slotting parameters of the slot milling machine based on the curvature change rate of the guide wall, wherein the slotting parameters include a slotting speed and a slotting depth; preparing mud, and determining the eligibility of the trenching parameters based on the fit between the mud and the trench; Under the condition that it is determined that the trenching parameters are unqualified, determining that the optimization method of the trenching construction is to increase the trenching speed or the trenching depth based on the difference between the fit degree and the preset fit degree; Complete trenching construction according to optimized trenching parameters, hoist the steel cage, and conduct acceptance after the poured concrete solidifies; The verticality characterization value is set as: ， Wherein, Q represents the verticality characterization value, H is the vertical height of the trench wall after trenching actually measured, H0 is the height of 90° absolutely vertical in the ideal state, H0 unit is m, and h is the depth of the trench; The fit is set as follows: ， Among them, N represents the degree of fit, W is the flatness after the mud is covered on the grooved surface, W0 is the flatness threshold, W0 is in mm, C is the coverage after the mud is covered on the grooved surface, C0 is the coverage threshold, and the coverage is the ratio of the area covered by the mud on the grooved surface to the total area of ​​the grooved surface.

2. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 1, characterized in that: Under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be layered construction based on the comparison result that the soil characteristic characterization parameter of the construction site soil is less than or equal to the preset soil characteristic characterization parameter, and the layer thickness of the layered construction is determined to be 0.2m-0.5m according to the comparison result that the curvature radius of the guide wall is less than or equal to the curvature radius threshold.

3. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 1, characterized in that: Under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be layered construction based on the comparison result that the soil characteristic characterization parameter of the construction site soil is less than or equal to the preset soil characteristic characterization parameter, and the layer thickness of the layered construction is determined to be 0.6m-1.0m according to the comparison result that the curvature radius of the guide wall is greater than the curvature radius threshold.

4. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 1, characterized in that: Under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be segmented construction based on the comparison result that the soil characteristic characterization parameter of the construction site soil is greater than the preset soil characteristic characterization parameter, and the segment length of the segmented construction is determined to be 5m-15m according to the comparison result that the curvature radius of the guide wall is less than or equal to the curvature radius threshold.

5. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 1, characterized in that: Under the condition of obtaining the soil of the construction site, the trenching construction method is determined to be segmented construction based on the comparison result that the soil characteristic characterization parameter of the construction site soil is greater than the preset soil characteristic characterization parameter, and the segment length of the segmented construction is determined to be 15m-25m according to the comparison result that the curvature radius of the guide wall is greater than the curvature radius threshold.

6. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 2 or 3, characterized in that: Under the condition of determining the trench size, it is determined that the trench size is unqualified based on the comparison result that the verticality characterization value of the guide wall is greater than the preset verticality characterization value, and it is determined that the layer thickness is increased by the preset thickness adjustment coefficient based on the comparison result that the ratio of the verticality characterization value to the preset verticality characterization value is less than or equal to the preset ratio.

7. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 4 or 5, characterized in that: Under the condition of determining the trench size, it is determined that the trench size is unqualified based on the comparison result that the verticality characterization value of the guide wall is greater than the preset verticality characterization value, and it is determined that the segment length is increased by the preset length adjustment coefficient based on the comparison result that the ratio of the verticality characterization value to the preset verticality characterization value is greater than the preset ratio.

8. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 1, characterized in that: Under the condition of determining the adjustment method of trenching construction, the trenching speed of the milling machine is determined to be 5m / h-7m / h based on the comparison result that the curvature change rate of the guide wall is less than or equal to the preset curvature change rate, or the trenching depth of the milling machine is determined to be 2m-5m based on the comparison result that the curvature change rate of the guide wall is greater than the preset curvature change rate, and the trenching parameters are determined to be unqualified according to the comparison result that the fit between the mud and the trench is less than or equal to the preset fit.

9. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 8, characterized in that: Under the condition that it is determined that the grooving speed is unqualified, it is determined to increase the grooving speed by a preset speed adjustment coefficient based on a comparison result that a difference between the fit degree and a preset fit degree is less than or equal to a preset difference.

10. The method for constructing a special-shaped ground-connected wall with mud wall protection according to claim 8, characterized in that: Under the condition that it is determined that the grooving depth is unqualified, based on the comparison result that the difference between the fit degree and the preset fit degree is greater than the preset difference, it is determined to increase the grooving depth by a preset depth adjustment coefficient.

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