摘要
研究了地震荷载作用下邻近斜坡时条形基础地基动承载力的计算方法．通过假定靠斜坡边地基潜在的滑动面为由直线、对数螺线和直线组合而成的复合滑动面，基于统一强度理论，利用拟静力和极限平衡的分析方法，得到了考虑中间主应力影响的该类型斜坡地基地震承载力的计算方法．算例计算结果表明，考虑中间主应力时该类斜坡地基静、动承载力比不考虑时要大，可分别提高17％～45％和22％～49％．同时，探讨了各计算参数对该类斜坡地基静、动承载力的影响．
A new calculation method for! the seismic bearing capacity of shallow strip footings close to slope was proposed, which assumed that a composite failure surface was composed of planar, log-spiral and planar. Based on the unified strength theory, by using the pseudostatic approach and the method of limit equilibrium, the expressions of the seismic bearing capacity that took the effect of intermediate stress into account were obtained. The results of the given calculation example show that the static or seismic bearing capacity that takes the effect of intermediate stress into account is bigger than the one without considering the effect of intermediate stress, and the values of static and seismic bearing capacity increase by 17% -45% and 22% -49% respectively. In the end, the influence of computation parameters on the results was discussed.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2008年第4期1-6,共6页
Journal of Hunan University:Natural Sciences
基金
高等学校博士学科专项科研基金资助项目(20050532021)
关键词
承载力
地震
斜坡
统一强度理论
极限平衡法
bearing capacity
earthquake
slope
unified strength theory
limit equilibrium
