Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime-Reference-Cited by-同舟云学术

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Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime

Published:2020-11 Issue:11 Volume:20 Page:04020212
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Al-Taie Asmaa¹^ORCID,Disfani Mahdi²^ORCID,Evans Robert³^ORCID,Arulrajah Arul⁴^ORCID

Affiliation:

1. Research Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia. ORCID: .

2. Senior Lecturer, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia (corresponding author). ORCID: .

3. Senior Lecturer, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. ORCID: .

4. Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001863

Reference51 articles.

1. Studies on the control of swell and collapse potential of selected Jordanian soils using asphalt stabilization;Al-Homoud A. S.;Soils Found.,1995

2. Hysteresis soil-water characteristic curves of highly expansive clay

3. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman

4. Collapse and Swell of Lime Stabilized Expansive Clays in Void Ratio–Moisture Ratio–Net Stress Space

5. Impact of curing on behaviour of basaltic expansive clay

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1. Effect of temperature and salt concentration of pore fluid on the behaviour of an expansive soil during drying and wetting cycles;Geomechanics and Geoengineering;2024-04-19

2. Improvement of expansive soil by microwave irradiation;Acta Geodynamica et Geomaterialia;2024-04-18

3. Cyclic Swell-Shrink Behaviour of an Expansive Soil with Recycled Geofoam Granules Column Inclusion;International Journal of Pavement Research and Technology;2024-04-11

4. Field Performance Evaluation of Recycled Aggregate Blends Used for Backfilling Deep Excavated Trenches;International Journal of Geomechanics;2024-02

5. Effect of Granite Sand and Calcium Lignosulphonate on the Shrinkage Characteristic of Clay;Lecture Notes in Civil Engineering;2024

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