Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station
Yang Zhifa, Wang Zhiyin, Liu Ying, Shang Yanjun, Wang Jing
Engineering Geomechanics Lab Institute of Geology Chinese Academy of Sciences Beijing 100029 Xi’an Mining Technology Institute Xi’an 710054 Engineering Geomechanics Lab Institute of Geology
Abstract：The back analysis on displacements may provide a new method for engineers responsible for the slope engineering design to choose mechanical parameters and some components of the initial stress. On the basis of characteristics of the strata of the slope in the left bank of Wuqiangxi hydroelectric power station, H K model is selected, and mechanical parameters required for the slope engineering design are back analyzed from measured displacements of the slope in this paper. Its principle and method are discussed in details.
国家自然科学基金资助项目! (No .4 9772 166);;中国科学院资源与生态环境研究重点资助项目! (No .KZ 952 S1 4 2 5)
引用本文:
杨志法；王芝银；刘英；尚彦军；王敬；. 五强溪水电站船闸边坡的粘弹性位移反分析及变形预测[J]. 岩土工程学报, 2000, 22(1): 69-74.
Yang Zhifa, Wang Zhiyin, Liu Ying, Shang Yanjun, Wang Jing. Visco-elastic back-analysis on displacements and prediction of deformation in the shiplock slope of Wuqiangxi hydroelectric power station. Chinese J. Geot. Eng., 2000, 22(1): 69-74.
