Study on Stability of the High Rock Slope under the Flood Discharge Atomization and Rainfall

被引:1
|
作者
Shen Zhen-zhong [1 ]
Nie Bai-song [2 ]
Xu Li-qun [2 ]
Yang Lei [3 ]
Wang Ning [4 ]
机构
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
[3] Natl Energy Adm, Large Dam Safety Supervis Ctr, Hangzhou 310014, Peoples R China
[4] Pan China Construct Grp Co Ltd, Nanjing Design Branch, Nanjing 210019, Peoples R China
关键词
the flood discharge atomization and rainfall; stability of rock slope; saturated-unsaturated unsteady seepage; continuous -discontinuous deformation;
D O I
10.4028/www.scientific.net/AMM.620.205
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The stability of high rock slopes under the flood discharge atomization and rainfall is an in-negligible problem especially for the hydropower station with high head during the flood discharge. According to the complicated geological conditions of a high rock slope with the flood discharge problem in China, the method of the saturated-unsaturated unsteady seepage if used, thus the finite element model for the high rock slope in the downstream of the power station is set up. Based on the model, the distribution regularities of the unsteady seepage field of the rock slope is studied under the different discharge atomization and rainfall intensity. Moreover, based on the theory of continuous-discontinuous deformation, the finite element model is set up to analyze the stability of the slope, thus the deformation law of slopes under the flood discharge atomization and rainfall is studied and the safety of the slope is evaluated, and what's more, the engineering measures for improve the stability of the stability of the slope is put forward.
引用
收藏
页码:205 / +
页数:2
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