摘要
本文基于Mohr-Coulomb抗剪强度原理,以浙东沿海某海堤为依托工程,评价对于在实际地基土处于K0固结的初始应力状态,在不排水的条件下自重固结后被剪切破坏的情况,并提出一种解决土体各向异性对强度和稳定性的影响的方法。
Based on the principle of Mohr-Coulomb shear strength, taking Zhejiang coastal sea project as a case, the shear damage situation was evaluated on the condition of actual soil in the consolidation of the initial stress state in undrained self-weight consolidation after shear failure under the conditions. A solution of soil anisotropy on strength and stability of the method was proposed.
出处
《贵州大学学报（自然科学版）》
2015年第6期118-121,140,共5页
Journal of Guizhou University:Natural Sciences
基金
贵州省教育厅青年项目
黔教高发[2007]321号
