CONTENTS
Volume 16, Number 3, 2018
-
Immediate and long-term effects of lime and wheat straw on consistency characteristics of clayey soil
Gul Muhammad and Amanullah Marri
pages 217-231.
DOI: 10.12989/gae.2018.16.3.217
-
Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement
Eren Balaban and Mehmet İ. Onur
pages 233-245.
DOI: 10.12989/gae.2018.16.3.233
-
Experimental study of the compressive strength of chemically reinforced organic-sandy soil
Jun Hu, Lei Zhang, Hong Wei and Juan Du
pages 247-255.
DOI: 10.12989/gae.2018.16.3.247
-
Investigation of influence of homogenization models on stability and dynamic of FGM plates on elastic foundations
Tewfik Mehala, Zakaria Belabed, Abdelouahed Tounsi and O. Anwar Bég
pages 257-271.
DOI: 10.12989/gae.2018.16.3.257
-
Experimental investigation of the mechanical behaviors of grouted crushed coal rocks under uniaxial compression
Yuhao Jin, Lijun Han, Qingbin Meng, Dan Ma, Shengyong Wen and Shuai Wang
pages 273-284.
DOI: 10.12989/gae.2018.16.3.273
-
Field and laboratory assessment of ground subsidence induced by underground cavity under the sewer pipe
Suk-Min Kong, Dong-Min Kim, Dae-Young Lee, Hyuk-Sang Jung and Yong-Joo Lee
pages 285-293.
DOI: 10.12989/gae.2018.16.3.285
-
2D numerical investigation of twin tunnels-Influence of excavation phase shift
Chafia Djelloul, Toufik Karech, Rafik Demagh, Oualid Limam and Juan Martinez
pages 295-308.
DOI: 10.12989/gae.2018.16.3.295
-
Numerical analysis of sheet pile wall structure considering soil-structure interaction
Shouyan Jiang, Chengbin Du and Liguo Sun
pages 309-320.
DOI: 10.12989/gae.2018.16.3.309
-
Feasibility study of an earth-retaining structure using in-situ soil with dual sheet piles
Joon-Sang An, Yeo-Won Yoon and Ki-Il Song
pages 321-329.
DOI: 10.12989/gae.2018.16.3.321
-
Geomechanical study of well stability in high-pressure, high-temperature conditions
Seyyed Shahab Tabatabaee Moradi, Nikolay I. Nikolaev, Inna V. Chudinova and Aleksander S. Martel
pages 331-339.
DOI: 10.12989/gae.2018.16.3.331