CONTENTS
Volume 9, Number 6, 2015
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Application of numerical simulation for the analysis and interpretation of pile-anchor system failure
Masood Saleem
pages 689-707.
DOI: 10.12989/gae.2015.9.6.689
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Optimal design of homogeneous earth dams by particle swarm optimization incorporating support vector machine approach
Zeinab Mirzaei, Abolfazl Akbarpour, Mohsen Khatibinia and Abbas Khashei Siuki
pages 709-727.
DOI: 10.12989/gae.2015.9.6.709
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Modeling flow instability of an Algerian sand with the dilatancy rule in CASM
Catarina Ramos, António Viana da Fonseca and Jean Vaunat
pages 729-742.
DOI: 10.12989/gae.2015.9.6.729
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An analytical investigation of soil disturbance due to sampling penetration
Hongguo Diao, Yuedong Wu, Jian Liu and Ruping Luo
pages 743-755.
DOI: 10.12989/gae.2015.9.6.743
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Numerical modeling of uplift resistance of buried pipelines in sand, reinforced with geogrid and innovative grid-anchor system
Majid Mahdi and Hooshang Katebi
pages 757-774.
DOI: 10.12989/gae.2015.9.6.757
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Numerical modeling of two parallel tunnels interaction using three-dimensional Finite Elements Method
Bousbia Nawel and Messast Salah
pages 775-791.
DOI: 10.12989/gae.2015.9.6.775
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Rock failure assessment based on crack density and anisotropy index variations during triaxial loading tests
Kamran Panaghi, Aliakbar Golshani and Takato Takemura
pages 793-813.
DOI: 10.12989/gae.2015.9.6.793
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DEM analyses of the mechanical behavior of soil and soil-rock mixture via the 3D direct shear test
Wen-Jie Xu, Cheng-Qing Li and Hai-Yang Zhang
pages 815-827.
DOI: 10.12989/gae.2015.9.6.815