CONTENTS
Volume 12, Number 2, 2017
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Prediction methods on tunnel-excavation induced surface settlement around adjacent building
Zhi Ding, Xin-jiang Wei and Gang Wei
pages 185-195.
DOI: 10.12989/gae.2017.12.2.185
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Regularizing structural configurations by using meta-heuristic algorithms
Saeed Reza Massah and Habibullah Ahmadi
pages 197-210.
DOI: 10.12989/gae.2017.12.2.197
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Shear strength behavior of crude oil contaminated sand-concrete interface
Amirhossein Mohammadi, Taghi Ebadi and Abolfazl Eslami
pages 211-221.
DOI: 10.12989/gae.2017.12.2.211
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Experimental and finite element analyses of footings of varying shapes on sand
Özgür Anil, S. Oğuzhan Akbaş, Salih BabagĪray, A. Cem Gel and Cengizhan Durucan
pages 223-238.
DOI: 10.12989/gae.2017.12.2.223
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Nonlinear numerical analyses of a pile-soil system under sinusoidal bedrock loadings verifying centrifuge model test results
Yong-Seok Kim and Jung-In Choi
pages 239-255.
DOI: 10.12989/gae.2017.12.2.239
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Improvement in engineering properties of subgrade soil due to stabilization and its effect on pavement response
Prashant P. Nagrale and Atulya P. Patil
pages 257-267.
DOI: 10.12989/gae.2017.12.2.257
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A novel story on rock slope reliability, by an initiative model that incorporated the harmony of damage, probability and fuzziness
Yajun Wang
pages 269-294.
DOI: 10.12989/gae.2017.12.2.269
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Soil and ribbed concrete slab interface modeling using large shear box and 3D FEM
Jian-Gu Qian, Qian Gao, Jian-feng Xue, Hong-Wei Chen and Mao-Song Huang
pages 295-312.
DOI: 10.12989/gae.2017.12.2.295
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Reliability analysis of shallow tunnel with surface settlement
X.L. Yang and W.T. Li
pages 313-326.
DOI: 10.12989/gae.2017.12.2.313
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Buckling analysis of embedded laminated plates with agglomerated CNT-reinforced composite layers using FSDT and DQM
Maryam Shokravi
pages 327-346.
DOI: 10.12989/gae.2017.12.2.327