CONTENTS
Volume 31, Number 2, 2022
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Metaheuristic models for the prediction of bearing capacity of pile foundation
Manish Kumar, Rahul Biswas, Divesh Ranjan Kumar, Pradeep T. and Pijush Samui
pages 129-147.
DOI: 10.12989/gae.2022.31.2.129
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Utilization of ladle furnace slag from a steelwork for stabilization of soil cement
Jiratchaya Ayawanna, Namthip Kingnoi, Ochakkraphat Sukchaisit and Salisa Chaiyaput
pages 149-158.
DOI: 10.12989/gae.2022.31.2.149
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A viscoelastic-micropolar solid with voids and microtemperatures under the effect of the gravity field
Samia M. Said
pages 159-166.
DOI: 10.12989/gae.2022.31.2.159
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Influence of grain size ratio and silt content on the liquefaction potentials of silty sands
Yetis Bulent Sonmezer, Kamil Kayabali, Turgay Beyaz and Mustafa Fener
pages 167-181.
DOI: 10.12989/gae.2022.31.2.167
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Seismic behavior of the shallow clayey basins subjected to obliquely incident wave
Hadi Khanbabazadeh, Recep Iyisan and Bilal Ozaslan
pages 183-195.
DOI: 10.12989/gae.2022.31.2.183
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Calculation method for settlement of micropile installed in rock layers through field tests
TaeHyun Hwang, JungMin Cho and YeongSaeng Lee
pages 197-208.
DOI: 10.12989/gae.2022.31.2.197
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Effect of soil condition on the coefficient of lateral earth pressure inside an open-ended pipe pile
Junyoung Ko, Sangseom Jeong and Hoyoung Seo
pages 209-222.
DOI: 10.12989/gae.2022.31.2.209
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Bearing capacity of strip footings on unsaturated soils under combined loading using LEM
Siavash Afsharpour, Meghdad Payan, Reza Jamshidi Chenari, Hadi Ahmadi and Hessam Fathipour
pages 223-235.
DOI: 10.12989/gae.2022.31.2.223