Preliminary experimental investigation on the inundating-induced collapse in collapsible soils improved by encased sand column-Reference-Cited by-同舟云学术

Preliminary experimental investigation on the inundating-induced collapse in collapsible soils improved by encased sand column

Published:2021-07-21 Issue: Volume: Page:1-17
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Hasan Ahmed Mohammed¹^ORCID,Abdulhamid Sazan Nariman²,Ibrahim Hawkar Hashim³^ORCID

Affiliation:

1. Civil Engineering Department, Salahaddin University, Erbil, Kurdistan Region, Iraq Formerly School of Engineering, University of Glasgow, Glasgow, UK

2. Civil Engineering Department, Salahaddin University, Erbil, Kurdistan Region, Iraq

3. Civil Engineering Department, Salahaddin University, Erbil, Kurdistan Region, Iraq Formerly Faculty of Engineering, University of Nottingham, Nottingham, UK

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1955154

Reference67 articles.

1. Model tests on geosynthetic-reinforced stone columns: a comparative study

2. Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement

3. Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studies

4. Al-Obaidy, N., 2017. Treatment of collapsible soil using encased stone columns. (PhD). University of Birmingham.

5. A constitutive model for partially saturated soils

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