Construction method for controlling peripheral ground subsidence in foundation pit construction
A technology of surface settlement and construction method, which is applied in the direction of basic structure engineering, excavation, soil protection, etc., can solve problems that are difficult to popularize, and achieve the effect of simple method, control of surrounding surface settlement, and guarantee of construction quality
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[0024] according to figure 1 As shown in the process, the implementation process of this embodiment is as follows:
[0025] Step 1, on-site geological survey: According to the design excavation depth of the foundation pit is 15 meters, the geology is divided into 5 layers within the scope of engineering influence, respectively, the first layer of plain fill is 4 meters thick, the cohesion is 2kPa, and the internal friction angle is 20 degrees , the gravity is 16kN / m 3 ;The second layer of silt is 4 meters thick, the internal friction angle is 23 degrees, and the gravity is 17kN / m 3 ; The third layer of clay is 10 meters thick, the cohesion is 4kPa, the internal friction angle is 10 degrees, and the gravity is 16kN / m 3 ; The fourth layer of sandy soil is 5 meters, the internal friction angle is 30 degrees, and the gravity is 17kN / m 3 ; The fifth layer of clay extends beyond the area of influence of the project. The first layer of confined aquifer is in the fourth layer of...
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