|
[1] 何玉红.降雨情况下排土场边坡稳定性数值模拟研究[J].长江科学院院报,2015,32(2):44-47.
[2] Rahimi A,Rahardjo H,Leong E C.Effect of Antecedent Rainfall Patterns on Rainfall- Induced Slope Failure[J].Journal of Geotechnical and Geoenvironmental Engineering,2011,137(5):483-491.
[3] 程庆超,童富果,刘刚,等.考虑孔隙气压力影响的边坡稳定分析[J].水利水电技术,2017,48(7):136-143.
[4] 韩同春,马世国,徐日庆.强降雨条件下气压对滑坡延时效应研究[J].岩土力学,2013,34(5):1360-1366.
[5] 王继成,俞建霖,龚晓南,等.大降雨条件下气压力对边坡稳定的影响研究[J].岩土力学,2014,35(11):3157-3162.
[6] Wu L Z, Xu Q, Zhu J D.Incorporating hydro- mechanical coupling in an analysis of the effects of rainfall patterns on unsaturated soil slope stability[J].Arabian Journal of Geosciences,2017,10(17):1-11.
[7] 邱战洪,何春木,朱兵见,等.不同降雨模式下山谷型垃圾填埋场水分运移及其稳定性研究[J]. 岩土力学,2012,33(10):3151-3155.
[8] 王一兆,隋耀华.降雨入渗对边坡浅层稳定性的影响[J].长江科学院院报,2017,34(4):122-125.
[9] Tong F G, Niemi A,Yang Z B,et al.A Numerical Model of Tracer Transport in a Non-isothermal Two-Phase Flow System for CO2 Geological Storage Characterization[J].Transport in Porous Media,2013,98(1):173-192.
[10] Bishop A W. The use of the slip circle in the stability analysis of slopes[J]. Géotechnique,1955,5(1):7-17.
[11] Fredlund D G,Morgenstern N R,Widger R A.The shear strength of unsaturated soils[J].Canadian Geotechnical
Journal,1978,15(3):313-321.
[12] 罗方悦,张嘎.水库区均质边坡安全可靠度实用分析方法[J].长江科学院院报,2017,34(7):106-110.
[13] 何志亮.滑坡堆积坝三维瞬态渗流及边坡稳定性分析[J].大坝与安全,2022(2):40-44.
[14] 张国栋,谈太溪,徐志华,等. 三峡库区谭家河滑坡变形监测成果分析[J].自然灾害学报,2017,26(3):185-192.
|