Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination
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.
K. S. Ding and S. Qiang, "Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination", Applied Mechanics and Materials, Vols. 94-96, pp. 169-173, 2011