Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination

Ke Sheng Ding; Shao Qiang

doi:10.4028/www.scientific.net/AMM.94-96.169

Paper Titles

Nonlinear Static Analysis for Progressive Collapse Potential of RC Building
p.146

Determination of Minimum Width of Slab Rib between Bores of Tubular Hollow Slab on Cast-in-Place Concrete
p.153

Discussion for Solar Energy Application of Green Buildings
p.158

Advances on the Influence of Joint Stiffness on Mechanical Behavior of Single-Layer Reticulated Shell
p.162

Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination
p.169

Fuzzy AHP GA-Based Optimization Design of SRC Beam
p.174

Attenuation Law of Blasting Seismic Wave Amplitude with Time and Calculation of Equivalent Elastic Modulus
p.178

Analysis of Factors Influencing Spatial Stiffness of Cable-Strut-Supported Rigid Shell Structure
p.186

Foundation Numerical Analysis on Soft Soil Reinforced with Stone Columns
p.190

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Associated Analysis of Super Deep Building...

Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination

Abstract:

Based on a certain super deep building foundation pit of Tianjin railway station, according to analysis of measured data and numerical analysis, it get the changing regular of horizontal displacement of retaining and protecting for foundation excavation——diaphragm wall, and surrounding soil around foundation pit. The conclusion would be helpful for the future similar projects.