Shrink-swell Behavior
Shrink-Swell Behavior is a geomechanical response of unsaturated soils, characterized by reversible volume changes due to variations in soil moisture content, wherein the soil mass expands upon wetting and contracts upon drying as governed by matric suction and the inherent plasticity of the soil fabric.
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2017–2026
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Expansive Soils under Cyclic Drying and Wetting
A. E. Dif, WF Bluemel · Geotechnical Testing Journal · 1991 · 160 citations
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ICAR-National Bureau of Soil Survey and Land Use Planning, India
3 publications · 80 citations
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Texas A&M University
College Station, United States
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15 publications
680 citations
Boise State University
Boise, United States
3 h-index
3 publications
234 citations
ICAR-National Bureau of Soil Survey and Land Use Planning
Nagpur, India
3 h-index
8 publications
357 citations

Hohai University
Nanjing, China
3 h-index
17 publications
452 citations
The University of Texas at Arlington
Arlington, United States
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8 publications
454 citations

British Geological Survey
Nottingham, United Kingdom
3 h-index
9 publications
331 citations

University of Birmingham
Birmingham, United Kingdom
2 h-index
2 publications
65 citations
Prince Sattam Bin Abdulaziz University
Al Kharj, Saudi Arabia
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2 publications
130 citations
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6 publications · 267 citations
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SSSAJ · 6 publications · 348 citations
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4 publications · 122 citations
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4 publications · 225 citations
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