In this article, the similarity of stress field during landslide failure between inclined loading mode and prototype was researched. Numerical models of inclined loding mode and prototype were built, and the similarities of stress and strain field between the two models were observed.Failure approach index based on Mohr-Coulomb yield criterion was introduced to transfer the vector information of each element into scalar information so as to obtain the coefficient of correlation between the failure approach indexes of the two models. Hence the similarity of stress field during failure between the two models can be assessed. With Qianjiangping landslide as an engineering example, the change trend of failure approach index of the two models were verified to be close to each other. When reduction factor was 1.85 and inclination angle was [7°, 8.9°], the range of correlation coefficient was [0.7, 1.0], indicating that the failure stress fields of inclined loading mode and prototype were similar. The results suggest that inclined loading mode could well reflect landslide failure process.
Key words
landslide /
inclined loading mode /
strength reduction method /
failure approach index /
similarity of stress field /
correlation coefficient
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References
[1] 陈陆望,白世伟,李一帆. 开采倾斜近地表矿体地表及围岩变形陷落的模型试验研究[J]. 岩土力学,2006,27(6):885-889,894.
[2] 卢增木,陈从新,左保成,等. 对影响逆倾层状边坡稳定性因素的模型试验研究[J]. 岩土力学,2006,27(4):629-632,647.
[3] 李邵军,KNAPPETT J A,冯夏庭. 库水位升降条件下边坡失稳离心模型试验研究[J]. 岩石力学与工程学报,2008,27(8):1586-1593.
[4] 张 嘎,王爱霞,牟太平,等. 边坡破坏过程离心模型试验的应力位移场研究[J]. 岩土力学,2008,29(10):2637-2641.
[5] 李家钢,王忠涛,徐 博,等. 土工鼓式离心机研发及在海底滑坡研究中的应用[J]. 长江科学院院报,2015,32(1):106-111.
[6] 杨春宝,朱 斌,孔令刚,等. 水位变化诱发粉土边坡失稳离心模型试验[J]. 岩土工程学报,2013,35(7):1261-1271.
[7] 吴 剑,张振华,王幸林,等. 边坡物理模型倾斜加载方式的研究[J]. 岩土力学,2012,33(3):713-718.
[8] FAIRHURST C. On the Validity of the Brazilian Test for Brittle Materials[J].International Journal of Rock Mechanics and Mining Science,1964,1(4):535-546.
[9] 杜丽惠,黄丽清. 考虑围岩蠕变特性的轴对称有限元非线性分析[J]. 水利学报,2001,32(1):85-89.
[10]周 辉,张传庆,冯夏庭,等. 隧道及地下工程围岩的屈服接近度分析[J]. 岩石力学与工程学报,2005,24(17):3083-3087.
[11]张传庆,周 辉,冯夏庭. 基于破坏接近度的岩土工程稳定性评价[J]. 岩土力学,2007,28(5):888-894.
[12]庄楚强,何春雄. 应用数理统计基础[M].广州:华南理工大学出版社,2006.