物质点法在边坡稳定性评价中的应用研究

doi:10.13722/j.cnki.jrme.2017.0314

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摘要边坡的稳定性评价应当不仅仅局限于边坡的初始失稳破坏评价，也应该包括边坡发生破坏后坡体形态的发展以及最终的平衡状态评价，因为它对于描述滑坡造成的危害更为直观。鉴于此，结合物质点方法开发过程中的一些最新进展进行简要介绍，包括隐式物质点方法、随机物质点方法以及考虑流–固全耦合的物质点方法，同时对其在不同工况下的边坡稳定性评价进行了应用与探讨，揭露了边坡相应工况下不同的破坏机制和模式，包括降雨引起的浅层破坏、斜长边坡的平动破坏以及黏土体常见的向上渐进式转动破坏等。研究结果表明，该方法可以稳定、高效地评价边坡的初始破坏以及诱发的众多次生破坏，直观深入地描述边坡的破坏机制以及评估破坏带来的风险。

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	王斌
	冯夏庭
	潘鹏志
	李邵军

关键词 ：边坡工程, 物质点法, 边坡破坏, 渐进式, 随机场, 降雨

Abstract：A complete description of slope failure should not only be limited to the failure initiation，but also include the development of slope failure and the ?nal con?guration of the slope. This paper introduces a new framework of material point method(MPM) proposed by the authors，including implicit MPM，random MPM and coupled MPM. A series of simple slope simulations under different scenarios are shown，demonstrating the ability of the proposed methods in simulating the observed failure modes and corresponding failure mechanisms，including progressive，retrogressive and super?cial failures due to the rainfall infiltrations，etc. The MPM is shown to be a reliable tool in capturing the large deformations of slopes，including the initial failure and the induced secondary failures，thereby，providing a solid basis for the risk analysis of the slope failures.

Key words： slope engineering material point method slope failure retrogressive and progressive random field rainfall

引用本文:

王斌，冯夏庭，潘鹏志，李邵军. 物质点法在边坡稳定性评价中的应用研究[J]. 岩石力学与工程学报, 2017, 36(9): 2146-2155.
WANG Bin，FENG Xiating，PAN Pengzhi，LI Shaojun. Slope failure analysis using the material point method. , 2017, 36(9): 2146-2155.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2017.0314 或 https://rockmech.whrsm.ac.cn/CN/Y2017/V36/I9/2146

[1] CASCINI L，CUOMO S，PASTOR M，et al. Modeling of rainfall-induced shallow landslides of the ?ow-type[J]. Journal of Geotechnical and Geoenvironmental Engineering，2009，136(1)：85–98.
[2] SOGA K，ALONSO E，YERRO A，et al. Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method[J]. Géotechnique，2015，66(3)：248–273.
[3] SULSKY D，CHEN Z，SCHREYER H L. A particle method for history-dependent materials[J]. Computer Methods in Applied Mechanics and Engineering，1994，118(1/2)：179–196.
[4] SULSKY D，ZHOU S，SCHREYER H L. Application of a particle-in-cell method to solid mechanics[J]. Computer Physics Communications，1995，87(1/2)：236–252.
[5] JASSIM I，STOLLE D，VERMEER P. Two-phase dynamic analysis by material point method[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2013，37(15)：2 502–2 522.
[6] STOMAKHIN A，SCHROEDER C，CHAI L，et al. A material point method for snow simulation[J]. ACM Transactions on Graphics(TOG)， 2013，32(4)：102.
[7] CHENG X，ZHENG G，SOGA K，et al. Post-failure behaviour of tunnel heading collapse by MPM simulation[J]. Science China，2015，58(12)：2 139–2 152.
[8] GUILKEY J E，HOYING J B，WEISS J A. Computational modeling of multicellular constructs with the material point method[J]. Journal of Biomechanics，2006，39(11)：2 074–2 086.
[9] WANG B，VARDON P J，HICKS M A，et al. Development of an implicit material point method for geotechnical applications[J]. Computers and Geotechnics，2016，71：159–167.
[10] WANG B，VARDON P J，HICKS M A. Investigation of retrogressive and progressive slope failure mechanisms using the material point method[J]. Computers and Geotechnics，2016，78：88–98.
[11] WANG B，VARDON P J，AND HICKS M A. Implementation of a quasi-static material point method for geotechnical applications[C]// Proceedings of the 3rd International Symposium on Computational Geomechanics. Krakow，Poland：[s. n.]，2013：305–313.
[12] WANG B，VARDON P J，HICKS M A. Investigation of aspects of an implicit dynamic material point method implementation[C]// 8th European Conference on Numerical Methods in Geotechnical Engineering. Delft，the Netherlands：[s. n.]，2014：313–318.
[13] WANG B，HICKS M A，VARDON P J. Slope stability analysis using the random material point method[J]. Géotechnique Letters，2016， 6(2)：113–118.
[14] WANG B，VARDON P J，HICKS M A. Preliminary analysis of rainfall induced slope failures using the material point method，Landslides and Engineering slopes. Experience Theory and Practice[C]// Proceedings of the 12nd International Symposium Landslides. Naples，Italy：[s. n.]，2016：2 037–2 042.
[15] LUBE G，HUPPERT H E，SPARKS R S J，et al. Static and ?owing regions in granular collapses down channels[J]. Physics of Fluids，2007，19(4)：1 601–1 618.
[16] CLAUSEN J，DAMKILDE L，ANDERSEN L. An ef?cient return algorithm for non-associated plasticity with linear yield criteria in principal stress space[J]. Computers and Structures，2007，85(23)：1 795–1 807.
[17] CUNDALL P. Distinct element models of rock and soil structure[C]// Analytical and Computational Methods in Engineering Rock Mechanics. 1987：129–163.
[18] VAN ASCH T，BRINKHORST W，BUIST H，et al. The development of landslides by retrogressive failure in varved clays[J]. Zeitschrift fur Geomorphologie NF，1984，4：165–181.
[19] HIGHLAND L. Landslide types and processes，USGS fact sheet 2004–3072，available at：http[R]. pubs. usgs. gov/fs/2002/3072，2004.
[20] VARNES D J. Slope movement types and processes[R]. U. S. Transportation Research Board Special Report，1978，176：11–33.
[21] LOCAT A，LEROUEIL S，BERNANDER S，et al. Progressive failures in eastern Canadian and Scandinavian sensitive clays[J]. Canadian Geotechnical Journal，2011，48(11)：1 696–1 712.
[22] VARDON P J，WANG B，HICKS M A. Slope failure simulations with MPM[C]// The 1st International Conference on the Material Point Method. Delft，Netherlands：[s. n.]，2017：258–264.
[23] LLANO-SERNA M A，FARIAS M M，PEDROSO D M. An assessment of the material point method for modelling large scale run-out processes in landslides[J]. Landslides，2016，doi：10.1007/s10346-015- 0664-4.
[24] SLUYS L J，MUHLHAUS H B，BORST R D，et al. Fundamental issues in ?nite element analyses of localization of deformation[J]. Engineering Computations，1993，10(2)：99–121.
[25] AL-KAFAJI I K J. Formulation of a dynamic material point method (MPM) for geomechanical problems[Ph. D. Thesis][D]. Stuttgart ：Stuttgart University，2013.
[26] FREDLUND D G，RAHARDJO H. Soil mechanics for unsaturated soils[M]. New Jersey：John Wiley and Sons，1993.
[27] VAN GENUCHTEN M. T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Science Society of America Journal，1980，44(5)：892–898.
[28] HICKS M A，SAMY K. In?uence of heterogeneity on undrained clay slope stability[J]. Quarterly Journal of Engineering Geology and Hydrogeology，2002，35(1)：41–49.
[29] HICKS M A，SPENCER W A. In?uence of heterogeneity on the reliability and failure of a long 3D slope[J]. Computers and Geotechnics，2010，37(7)：948–955.
[30] WANG B，VARDON P J，HICKS M A. The Random Material Point Method[C]// Proceedings of the 6th International Symposium on Geotechnical Safety and Risk. [S. l.]：[s. n.]，2017：460–466.