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非线性破坏准则与岩土材料地基承载力研究
引用本文:杨小礼,郭乃正,李亮.非线性破坏准则与岩土材料地基承载力研究[J].岩土力学,2005,26(8):1177-1183.
作者姓名:杨小礼  郭乃正  李亮
作者单位:中南大学 土木建筑学院,长沙 410075
基金项目:国家自然科学基金资助项目(No.50408020),中国博士后科学基金资助项目(No.2003034468)。
摘    要:根据线性Mohr-Coulomb破坏准则,前人运用极限平衡法、滑移线理论或极限分析等方法求解地基承载力问题,但实际上岩土在剪切破坏过程中破坏准则具有非线性。因此,为了研究非线性破坏准则对地基承载力的影响,基于上限定理,通过“切线法”引进变量,根据能量耗散情况,将承载力问题转变为非线性规划问题,运用“序列二次规划算法”求出地基承载力的最优解。数值计算结果表明,当非线性破坏准则转变为线性破坏准则时,非线性参数对地基承载力有重要影响。

关 键 词:地基承载力  上限定理  非线性破坏准则  
文章编号:1000-7598-(2005)08-1177-07
收稿时间:2004-03-17
修稿时间:2004年3月17日

Bearing capacity of a strip footing with nonlinear failure criterion
YANG Xiao-li,GUO Nai-zheng,LI Liang.Bearing capacity of a strip footing with nonlinear failure criterion[J].Rock and Soil Mechanics,2005,26(8):1177-1183.
Authors:YANG Xiao-li  GUO Nai-zheng  LI Liang
Institution:College of Civil and Architectural Engineering, Central South University, Changsha 410075, China
Abstract:With a linear Mohr-Coulomb failure criterion, an estimate of bearing capacity of a strip footing resting on a homogeneous and isotropic geomaterial foundation had been made using the methods of limit equilibrium, characteristics line and limit analysis in the previous literature. However, experimental data have shown that the strength envelopes of almost all geomaterials have the nature of nonlinearity. In this paper, a nonlinear failure criterion is employed to evaluate the bearing capacity of a strip footing using the upper bound theorem of limit analysis. A generalized tangential technique is presented to formulate the problem of bearing capacity as nonlinear programming problem. The optimum solution is obtained by a nonlinear sequential quadratic programming algorithm. From the numerical results, it can be seen that the nonlinear failure parameter has a significant effect on the bearing capacity; and that the solutions presented in this paper agree well with previous results if the nonlinear failure criterion is reduced to a linear Mohr-Coulomb failure criterion.
Keywords:bearing capacity  upper bound theorem  nonlinear failure criterion
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