地震峰值加速度作用下含水边坡稳定性分析
HE STABILITY ANALYSIS OF HYDROUS SLOPE UNDER DIFFERENT PEAK GROUND ACCELERATIONS IN SEISMIC WAVES
根据Darcy定律和二次抛物线降深曲线确定了边坡含水情况下7种浸润面位置。为研究浸润面确定方法对边坡稳定性分析的重要性,选取浸润面位于边坡表面时的位置作为对比。选取地震波峰值加速度由0到0.2g共6个数据,组合得48组模型计算参数。采用拟静力法,结合FLAC3D程序的强度折减法对边坡进行稳定性分析。结果表明:(1)边坡安全系数随着地震波峰值加速度的增加而下降,且两者之间的呈线性关系。在浸润面从坡脚上升到坡顶的过程中,安全系数呈线性下降。且浸润面上升时,安全系数下降更快。(2)边坡涉水后,滑动面由近坡面往坡内移动到浸润面附近。随着浸润面的上升,滑动面靠近坡面且最保持在浸润面附近。(3)在单一地震因素作用时,边坡滑动面随峰值加速度变化不大,但在含水的情况下,滑动面随峰值加速度变大而往坡内大幅移动,边坡破坏模式由浅层破坏转变为深层破坏。(4)浸润面位置对边坡稳定性的影响较大,因此,合理的确定浸润面的位置具有重要意义。
Based on Darcy's law and the hypothesis of drawdown curve in Parabola, seven phreatic surfaces in different hydrous slopes were determined. Another condition that all the slope was full with water had been added to research the importance of the way in determining phreatic surface. Forty-eight calculation models were founded after the chosen of six peak ground accelerations in earthquake which varied from 0 to 0.2 g. Combined with static method,the stability of slope had been analyzed by using strength reduction in FLAC3D. The results show that:(1) The stability of slope drops in straight line with the growth of peak ground acceleration or the moving of phreatic surface from angle to top of the slope,and the latter has a bigger influence.(2) After the slope contains water,its slip plane moves from near the slope surface to the phreatic surface. And if the phreatic surface becomes higher,it will stay nearby and move towards the surface of the slope.(3) When the slope is only influenced by seismic wave,its slip plane will not change too much as the increasing of the peak ground acceleration. After it contains water,the slip plane will move towards the inside of side slope quickly,and failure mode transfers from the shallow slip to the deep slip.(4) The phreatic surface has a great impact on the stability of slope,so it is important to use correct way to determine the phreatic surface.
张科、曹平、陈冲
灾害、灾害防治
岩土工程地震波峰值加速度浸润面边坡稳定强度折减法
echnical Engineeringseismic wavepeak ground accelerationphreatic surfaceslope stabilitystrength reduction method
张科,曹平,陈冲.地震峰值加速度作用下含水边坡稳定性分析[EB/OL].(2013-08-09)[2025-08-19].http://www.paper.edu.cn/releasepaper/content/201308-94.点此复制
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