Nonlinear inversion of 3D initial geostress field in Jinping II Hydropower Station region
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Nonlinear inversion of 3D initial geostress field in Jinping II Hydropower Station region
Vol. 29, Issue 11, (2008)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
2. 中国水电顾问集团华东勘测设计研究院,杭州,310014
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:07 August 2013,
Published:2008
稿件说明:
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JIANG Quan, FENG Xia-ting, CHEN Jian-lin, et al. Nonlinear inversion of 3D initial geostress field in Jinping II Hydropower Station region[J]. 2008, 29(11).
DOI:
JIANG Quan, FENG Xia-ting, CHEN Jian-lin, et al. Nonlinear inversion of 3D initial geostress field in Jinping II Hydropower Station region[J]. 2008, 29(11).DOI:
Nonlinear inversion of 3D initial geostress field in Jinping II Hydropower Station region
Jinping II Hydropower Station is an important cascade hydropower station on the Yalong River in Sichuan Province. The hydropower station region is a typical V-shaped river valley morphology with high grand mountain and deep gorge. Tectogenetic movements
including Indo-China movement
Yanshan movement and Himalayan movement
made the region preserve much horizontal constitution stress. But
the corrosion effect of the Yalong River leads to figure the V-shaped valley and release of constitution stress. For understanding the function of inter dynamical geological process and outer dynamical geological process to current geostress
a new nonlinear initial geostress back analysis method is presented
which integrates the ground abrasion simulation
elastoplastic calculation and neural network inversion. The method takes the constitution order process into account to some extent by elastoplastic calculation and simulates the ground abrasion process by surface excavation. The model is verified by two ways. One is the comparison between measured stress
and inversed stress in the same position; the other is the broken behavior of cavern rock. The results indicate that the method is reasonable.