Method for reducing soil pressure applied by two-layered filling roadbed to retaining wall
An earth pressure and retaining wall technology, applied in the field of geotechnical engineering, can solve problems such as large errors and neglect of wall-soil interaction, and achieve the effect of design safety and avoiding large errors
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[0019] The present invention will be further described below in conjunction with embodiment and accompanying drawing.
[0020] The method of the present invention is illustrated with an embodiment. A certain subgrade retaining wall is 5m high, and the subgrade filling parameters behind the retaining wall are as shown in Table 1. The specific implementation steps are as follows.
[0021] Table 1 Fill parameters
[0022]
[0023] Assuming the scope of the sliding soil wedge of the two layers of subgrade filling behind the retaining wall, determine the filling parameters: the filling parameters that need to be determined are shown in Table 1, and the filling parameters in Table 1 γ 1 , γ 2 , δ 1 ,δ 2 It can be measured by traditional test methods and is a known parameter. Such as figure 1 As shown, define the angle between the upper filling soil sliding surface and the vertical direction as θ 1 , the angle between the sliding surface of the lower filling soil and the ...
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