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论文摘要

金沙江白格滑坡裂缝区失稳概率分析

Probabilistic Analysis of the Stability of Baige Landslide in Jinsha River

作者:杨仲康(四川大学 水利水电学院 水力学与山区河流开发保护国家重点实验室);魏进兵(四川大学 水利水电学院 水力学与山区河流开发保护国家重点实验室);高云建(四川大学 水利水电学院 水力学与山区河流开发保护国家重点实验室);赵思远(四川大学 水利水电学院 水力学与山区河流开发保护国家重点实验室);邓建辉(四川大学 水利水电学院 水力学与山区河流开发保护国家重点实验室)

Author:YANG Zhongkang(State Key Lab. of Hydraulics and Mountain River Eng.,College of Water Resource Hydropower,Sichuan Univ.);WEI Jinbing(State Key Lab. of Hydraulics and Mountain River Eng.,College of Water Resource Hydropower,Sichuan Univ.);GAO Yunjian(State Key Lab. of Hydraulics and Mountain River Eng.,College of Water Resource Hydropower,Sichuan Univ.);ZHAO Siyuan(State Key Lab. of Hydraulics and Mountain River Eng.,College of Water Resource Hydropower,Sichuan Univ.);DENG Jianhui(State Key Lab. of Hydraulics and Mountain River Eng.,College of Water Resource Hydropower,Sichuan Univ.)

收稿日期:2020-03-20          年卷(期)页码:2020,52(6):-

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:白格滑坡;抗剪强度参数;概率反分析;响应面法;可靠度分析

Key words:Baige landslide; shear strength parameters; probabilistic back analysis; Response Surface Method;

基金项目:国家重点研发计划资助项目(2018YFC1505006);国家自然科学基金资助项目(41977246)

中文摘要

金沙江上游白格滑坡于2018年10月10日和11月3日连续发生两次滑坡堵江-溃坝事件,给沿岸居民带来巨大灾害。滑坡发生之后,在滑坡体后缘形成3个裂缝区,存在再次滑坡堵江的可能。鉴于白格滑坡岩土体试验数量有限,试验成果不能反映坡体抗剪强度参数的统计特征,本文针对白格11.03滑坡,采用基于极大似然估计的优化算法,对滑坡岩土体的抗剪强度参数进行了反演,并利用反演参数,采用蒙特卡洛方法对滑坡后缘裂缝区进行了可靠度计算和稳定性评价。研究表明:(1)将响应面法与基于极大似然的概率反分析方法结合起来对滑坡体参数进行反演,计算过程简便,计算方法适应性强。(2)根据白格11.03滑坡反演得到的滑坡岩土体抗剪强度后验分布为c~N(13.05kPa, 32),tanφ~N(0.64, 0.042),计算结果表明通过反演可以降低先验参数的不确定性。(3)采用自动搜索最危险滑动面的方法得到了各裂缝区的局部破坏模式。计算得到的最危险滑动区范围与现场调查及监测得到的失稳区范围基本一致,且局部破坏模式下的破坏概率均明显大于整体破坏模式,表明裂缝区破坏以渐进牵引破坏为主,与实际的裂缝发展规律及破坏模式一致。(4)白格滑坡后缘3个裂缝区的潜在失稳区域C1-1、C2-1和C3-1的体积分别为7×105 m3、3.2×106 m3和1.3×106 m3,对应的失稳概率分别为21.70%、33.90%和27.30%,均为极高危险性。因此,有必要对滑坡堵江-溃坝洪水灾害链进行风险评价,并提出合理的处置措施和应急预案。

英文摘要

Baige landslide, which located on the upper reaches of Jinsha River, happened successively on October 10 and November 3, 2018 and blocked the river twice. The dammed lakes and their breaching flood brought about severe disaster to local residents along the river. After the sliding, three crack zones were formed at the back edge of the landslide, which may block the river again. In view of the uncertainty of the physical and mechanical parameters of the landslide, this paper uses the optimization algorithm based on the maximum likelihood estimation to inverse the shear strength parameters of the landslide, and uses the inversion parameters to calculate the reliability and evaluate the stability of the residual unstable block by Monte Carlo method. The results show that: (1) Combining the response surface method with the maximum likelihood based probability back analysis method, the calculation process is simple and the calculation method has strong adaptability. (2) According to the inversion results Baige 11.03 landslide, the posterior distribution of shear strength is c~N(13.05kPa, 32), tanφ~N(0.64, 0.042). The uncertainty of prior parameters can be reduced by inversion. (3) The local failure mode of each crack zone is obtained by searching the most dangerous sliding surface. The calculated scope of the most dangerous sliding area of each crack zone is approximately the same as that of the instability area obtained from the field investigation and monitoring, and the failure probability under the local failure mode is significantly greater than that under the overall failure mode, indicating that the failure of the crack zone is mainly progressive traction failure. (4) The volumes of the instability zones C1-1, C2-1 and C3-1 at the back edge of Baige landslide are 7 × 105 m3, 3.2 × 106 m3 and 1.3 × 106 m3, respectively, with the corresponding failure probability of 21.70%, 33.90% and 27.30%. All of which are extremely dangerous. It is necessary to carry out risk assessment on the damming-breaching-flooding disaster chain, and put forward reasonable disposal measures and emergency plans.

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