Three-dimensional inversion analysis of an in situ stress field based on a two-stage optimization algorithm-Reference-Cited by-同舟云学术

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Three-dimensional inversion analysis of an in situ stress field based on a two-stage optimization algorithm

Published:2016-09-12 Issue:10 Volume:17 Page:782-802
ISSN:1673-565X
Container-title:Journal of Zhejiang University-SCIENCE A
language:en
Short-container-title:J. Zhejiang Univ. Sci. A

Author:

Zhang She-rong,Hu An-kui,Wang Chao

Funder

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

National Natural Science Foundation of China

Tianjin Youth Research Program of Application Foundation and Advanced Technology, China

Publisher

Zhejiang University Press

Subject

General Engineering

Link

http://link.springer.com/content/pdf/10.1631/jzus.A1600014.pdf

Reference26 articles.

1. Brown, E.T., Hoek, E., 1978. Trends in relationships between measured in-situ stresses and depth. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 15(4):211–215. http://dx.doi.org/10.1016/0148-9062(78)91227-5

2. Cheng, M.Y., Hoang, N.D., Wu, Y.W., 2013. Hybrid intelligence approach based on LS-SVM and differential evolution for construction cost index estimation: a Taiwan case study. Automation in Construction, 35:306–313. http://dx.doi.org/10.1016/j.autcon.2013.05.018

3. Feng, X.T., Zhang, Z., Sheng, Q., 2000. Estimating mechanical rock mass parameters relating to the three gorges project permanent shiplock using an intelligent displacement back analysis method. International Journal of Rock Mechanics and Mining Sciences, 37(7): 1039–1054. http://dx.doi.org/10.1016/S1365-1609(00)00035-6

4. Gong, M., Qi, S., Liu, J., 2010. Engineering geological problems related to high geo-stresses at the Jinping I Hydropower Station, Southwest China. Bulletin of Engineering Geology and the Environment, 69(3):373–380. http://dx.doi.org/10.1007/s10064-010-0267-1

5. González de Vallejo, L.I., Hijazo, T., 2008. A new method of estimating the ratio between in situ rock stresses and tectonics based on empirical and probabilistic analyses. Engineering Geology, 101(3–4):185–194. http://dx.doi.org/10.1016/j.enggeo.2008.05.003

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