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STRENGTH REDUCTION AND STEP-LOADING FINITE ELEMENT APPROACHES IN GEOTECHNICAL ENGINEERING (2009)
This paper presents the results of research on (1) the efficient design of embedded anti-slide piles, (2) the stability analysis of reservoir slopes with strength reduction theory, and (3) the determination of the ultimate bearing capacity of foundations using step-loading FEM (overloading).
Reference:
Journal of Rock Mechanics and Geotechnical Engineering. 2009, 1 (1): 21-30
Journal of Rock Mechanics and Geotechnical Engineering. 2009, 1 (1): 21-30
Organization:
Department of Civil Engineering, Logistical Engineering University, Chongqing, 400041, China
Department of Civil Engineering, Logistical Engineering University, Chongqing, 400041, China
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