Page 27 - 岩石力学与岩石工程学科发展研究报告

[35] 黄明华,周智，欧进萍，等.拉力型锚杆锚固段拉拔受力的非线性全历程分析[J].岩石力学与工程学报，2014，33
（11）：2190-2199.
[36] 黄书岭，王继敏，丁秀丽，等. 基于层状岩体卸荷演化的锦屏 I 级地下厂房洞室群稳定性与调控[J]. 岩石力学与

工程学报，2011，30（11）: 2203-2216
[37] 黄四平, 赵岗, 李玉虎, 等. 模拟土遗址中可溶盐运移规律的初步探索[J]. 土壤学报, 2011, 48（2）: 295-301.
[38] J Huang, R Huang, N Ju, Q Xu, C He. 3D WebGIS-based platform for debris flow early warning: A case study，
Engineering Geology, 2015，197：57-66.

[39] JIA Shanpo, GAO Min, GONG Jun, et al. Permeability evolution model for clay stone with high porosity and low
permeability in coupled hydro-mechanical condition[J]. JOURNAL OF BASIC SCIENCE AND ENFINEERING, 2015
（6）:1221-1235.

[40] JIA Shanpo, GAO Min, YU Hongdan, et al. A coupled damage -permeability model of clay stone with high porosity
and low permeability and its numerical implementation[J].Journal of Central South University （Science and
Technology）, 2016（2）:558-568.
[41] JIA Shanpo, YANG Jianping, TAN Xiangjun et al. Analytic model for interface crack propagation of salt rock with

interlayer under coupled mechanical-hydrological environment[J]. Journal of Central South University （Science and
Technology）, 2016（1）:254-261.
[42] JIANG H, ZHAO J. A Simple Three-dimensional Failure Criterion for Rocks Based on the Hoek–Brown Criterion[J].

Rock Mechanics and Rock Engineering, 2015, 48（5）:1807-1819.
[43] JIANG H. A failure criterion for rocks and concrete based on the Hoek-Brown criterion[J]. International Journal of
Rock Mechanics and Mining Sciences, 2017, 95:62-72.
[44] JIN Wei, DING Wenqi, XU Qianwei, et al. Model-Testing Technology for an Extra-Large Span Tunnel in Soft Rock[J].

Modern Tunnelling Technology, 2014, （05）: 99-107.
[45] 江权， 樊义林， 冯夏庭， 李毅， 裴书锋， 刘国锋，高应力下硬岩卸荷破裂: 白鹤滩水电站地下厂房玄武岩
开裂观测实例分析，岩石力学与工程学报, 2017

[46] 康红普，林健，杨景贺，等.松软破碎硐室群围岩应力分布及综合加固技术[J].岩土工程学报，2011，33（5）：
808-814
[47] 匡亮. 高地应力隧洞岩爆机理及预测初探[C]. 中国铁道学会、中国铁道学会工程分会、中国中铁股份有限公司、
中铁二院工程集团有限责任公司.“川藏铁路建设的挑战与对策”2016 学术交流会论文集. 2016.

[48] L. J. Dong, J. Wesseloo, Y. Potvin, and X. B. Li, Discriminant models of blasts and seismic events in mine
seismology[J], Int. J. Rock Mech. Min. Sci., 2016, 86: 282-291.
[49] Li D Q, Jiang S H, Cao Z J, et al. A multiple response-surface method for slope reliability analysis considering spatial

variability of soil properties[J]. Engineering Geology, 2015, 187: 60-72.
[50] LI Dongpo, ZHAO Dong, HUA Jun, et al. Anchorage force prediction for the CFEP-bamboo bolt based on artificial
neural network[J]. Mechanics in Engineering, 2013,35（2）:40-45 （in Chinese）

[51] LI Gen, TANG Chunan, LIANG Zhengzhao. Development of a parallel FE simulator for modeling the whole
trans-scale failure process of rock from meso- to engineering-scale[J]. Computers and Geosciences, 2016,
http://dx.doi.org/10.1016/j.cageo.2016.08.014.
[52] Li H, Wong L N Y. Influence of flaw inclination angle and loading condition on crack initiation and propagation[J].

International Journal of Solids and Structures, 2012, 49（18）:2482-2499.

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