Progressive Failure of Slope with Weak Interlayer Strain Softening

SU Pei-dong, TANG Yu-sheng, MA Yun-chang, SU Shao-fan, ZHANG Rui, QI Zong-ke

Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (6) : 69-75.

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Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (6) : 69-75. DOI: 10.11988/ckyyb.20210305
ROCK-SOIL ENGINEERING

Progressive Failure of Slope with Weak Interlayer Strain Softening

  • SU Pei-dong1, TANG Yu-sheng1, MA Yun-chang1, SU Shao-fan1, ZHANG Rui1, QI Zong-ke2
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Abstract

Researching the progressive failure of bedding rock landslide with weak interlayer, which is a common geological disaster, is of vital significance to the protection and treatment of landslides. In the light of the strain softening characteristics of weak interlayer, the differential equation reflecting the progressive failure process of bedding rock slope with weak interlayer under excavation condition is derived, and the process and stages of progressive destruction are revealed through theoretical analysis. Compared with the calculation results of Mohr-Coulomb constitutive model, the strain-softening Mohr-Coulomb constitutive model reflects more accurately the progressive failure of slope with weak interlayers, which is validated rational by an engineering example. The progressive failure of bedding rock slope with weak interlayer can be divided into three stages: initial deformation, constant speed deformation, and accelerated deformation. Under excavation condition, shear failure first occurs at the slope toe, and extends continuously to the top of slope along the weak interlayer; meanwhile, tensile failure occurs on the top of the slope. The overall failure of the slope is in a slip-crack mode.

Key words

bedding rock slope / weak interlayer / progressive failure / strain-softening / Mohr-Coulomb model

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SU Pei-dong, TANG Yu-sheng, MA Yun-chang, SU Shao-fan, ZHANG Rui, QI Zong-ke. Progressive Failure of Slope with Weak Interlayer Strain Softening[J]. Journal of Changjiang River Scientific Research Institute. 2022, 39(6): 69-75 https://doi.org/10.11988/ckyyb.20210305

References

[1] 邹宗兴, 唐辉明, 熊承仁, 等. 大型顺层岩质滑坡渐进破坏地质力学模型与稳定性分析[J]. 岩石力学与工程学报,2012, 31(11): 2222-2231.
[2] SPEIGHT H E. Comparison of Deterministic and Probabilistic Analysis of Rock Slope Sliding Failure Mechanisms[R]. Melbourne: Institution of Engineers, Australia, 1996: 222-227.
[3] KALKANI E C. Displacements and Stresses along the Sliding Surface of a Rock Slope in Greece[C]//Proceedings of the 7th ISRM International Congress on Rock Mechanics. Aachen, Germany, September 16-20, 1991: 751-754.
[4] 李云鹏, 杨治林, 王芝银. 顺层边坡岩体结构稳定性位移理论[J]. 岩石力学与工程学报,2000, 19(6): 747-750.
[5] 冯 君, 周德培, 李安洪. 顺层岩质边坡开挖稳定性研究[J]. 岩石力学与工程学报,2005, 24(9): 1474-1478.
[6] 孟 刚, 余志雄. 顺层岩质边坡稳定性影响因素分析[J]. 岩土力学,2005, 26(增刊2): 52-56.
[7] 张社荣, 谭尧升, 王 超, 等. 多层软弱夹层边坡岩体破坏机制与稳定性研究[J]. 岩土力学,2014, 35(6): 1695-1702.
[8] 高永涛, 肖 术, 吴顺川, 等. 顺层岩质边坡变形破坏特征及稳定性数值模拟[J]. 工程科学学报,2015, 37(11): 1403-1409.
[9] 林 杭, 曹 平, 李江腾, 等. 层状岩质边坡破坏模式及稳定性的数值分析[J]. 岩土力学,2010, 31(10): 3300-3304.
[10] 邓 琴, 汤 华, 王东英, 等. 基于应变软化的多阶边坡稳定分析[J]. 岩土力学,2018, 39(11): 4109-4116.
[11] 沈华章, 王水林, 郭明伟, 等. 应变软化边坡渐进破坏及其稳定性初步研究[J]. 岩土力学,2016, 37(1): 175-184.
[12] 薛海斌, 党发宁, 尹小涛, 等. 应变软化边坡稳定性分析方法研究[J]. 岩土工程学报,2016,38(3):570-576.
[13] 周 勇, 王 涛, 吕 庆, 等. 基于Flac3D岩石应变软化模型的研究[J]. raybet体育在线 院报,2012, 29(5): 51-56,61.
[14] 何 怡, 郭 力, 马 冲. 考虑软弱夹层中岩土体应变软化特性的矿山边坡变形体渐进破坏分析[J]. 安全与环境工程,2020, 27(2): 162-167,174.
[15] 姚 远, 简文星, 李立辰, 等. 含缓倾软弱夹层的矿山高边坡长期稳定性分析[J]. raybet体育在线 院报,2018, 35(8): 112-116.
[16] Itasca Consulting Group. FLAC 3D: Fast Lagrangian Analysis of Continua in 3 Dimensions Theory and Background[M]. Minneapolis: Itasca Consulting Group Inc., 2005.
[17] 张龙飞, 吴益平, 苗发盛, 等. 推移式缓倾浅层滑坡渐进破坏力学模型与稳定性分析[J]. 岩土力学,2019, 40(12): 4767-4776.
[18] ROSSO R, RULLI M C, VANNUCCHI G. A Physically Based Model for the Hydrologic Control On Shallow Landsliding[J]. Water Resources Research, 2006, 42(6): 770-775.
[19] 汪丁建, 唐辉明, 李长冬, 等. 强降雨作用下堆积层滑坡稳定性分析[J]. 岩土力学,2016, 37(2): 439-445.
[20] GILBERT R B, LONG J H, MOSES B E. Analytical Model of Progressive Slope Failure in Waste Containment Systems[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1996, 20(1): 35-56.
[21] QUINN P E, DIEDERICHS M S, ROWE R K, et al. Development of Progressive Failure in Sensitive Clay Slopes[J]. Revue Canadienne De Geotechnique, 2012, 49(7): 782-795.
[22] SAITO M. Forecasting Time of Slope Failure by Tertiary Creep[C]//Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City, August 1-5, 1969: 677-683.
[23] 许 强, 汤明高, 徐开祥, 等. 滑坡时空演化规律及预警预报研究[J]. 岩石力学与工程学报,2008, 27(6): 1104- 1112.
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