This data is all the data corresponding to the figures in the study of the paper "Non limit active earth pressure of finite width soil between foundation pits".
To address stability issues in constructing underground diaphragm wall trenches, we applied an upper-bound limit analysis method using a three-dimensional rotation failure mechanism. This approach con
To investigate the differences in spatially axisymmetric earth pressure of a foundation pit within unsaturated soils under various transient suction conditions, two representative transient suction me
