CONTENTS
Volume 11, Number 3, 2016
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An elastoplastic bounding surface model for the cyclic undrained behaviour of saturated soft clays
Xinglei Cheng and Jianhua Wang
pages 325-343.
DOI: 10.12989/gae.2016.11.3.325
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Failure characteristics of combined coal-rock with different interfacial angles
Tong-Bin Zhao, Wei-Yao Guo, Cai-Ping Lu and Guang-Ming Zhao
pages 345-359.
DOI: 10.12989/gae.2016.11.3.345
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Evaluation of soil-concrete interface shear strength based on LS-SVM
Chunshun Zhang, Jian Ji, Yilin Gui, Jayantha Kodikara, Sheng-Qi Yang and Lei He
pages 361-372.
DOI: 10.12989/gae.2016.11.3.361
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Fracture of rock affected by chemical erosion environment
W. Gao and M.M. Ge
pages 373-383.
DOI: 10.12989/gae.2016.11.3.373
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Effects of pile geometry on bearing capacity of open-ended piles driven into sands
Janaka J. Kumara, Takashi Kurashina and Yoshiaki Kikuchi
pages 385-400.
DOI: 10.12989/gae.2016.11.3.385
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Analysis of the failure mechanism and support technology for the Dongtan deep coal roadway
Miao Chen, Sheng-Qi Yang, Yuan-Chao Zhang and Chuan-Wei Zang
pages 401-420.
DOI: 10.12989/gae.2016.11.3.401
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Failure of circular tunnel in saturated soil subjected to internal blast loading
Yuzhen Han and Huabei Liu
pages 421-438.
DOI: 10.12989/gae.2016.11.3.421
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Theoretical solutions for displacement and stress of a circular opening reinforced by grouted rock bolt
Jin-Feng Zou, Zhang-Qi Xia and Han-Cheng Dan
pages 439-455.
DOI: 10.12989/gae.2016.11.3.439