Heave Effects
Heave Effects is a geotechnical phenomenon in deep foundation engineering referring to the upward ground displacement or soil movement that occurs adjacent to or beneath a drilled shaft during excavation or concrete placement, distinguished from other deformation types by its direct association with stress relief, pore pressure changes, or upward seepage forces in cohesive or saturated soils.
24
Publications
993
Citations
62
Authors
29
Institutions
Publications per year
2017–2026
3
Parents
24
1–5 of 24
62
3
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3
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2
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2
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Texas Department of Transportation, United States
2 publications · 188 citations
2
h-index
1–5 of 62
29

Jawaharlal Nehru Technological University, Kakinada
Kākināda, India
3 h-index
5 publications
222 citations
Equinor (Norway)
Stavanger, Norway
3 h-index
3 publications
55 citations
Norwegian University of Science and Technology
Trondheim, Norway
3 h-index
7 publications
132 citations
Vellore Institute of Technology University
Vellore, India
2 h-index
3 publications
73 citations
United States Army Corps of Engineers
Washington, United States
2 h-index
2 publications
188 citations

Hong Kong University of Science and Technology
Hong Kong, Hong Kong
2 h-index
4 publications
222 citations
Schlumberger (British Virgin Islands)
Road Town, British Virgin Islands
2 h-index
6 publications
252 citations
Texas Department of Transportation
Austin, United States
2 h-index
4 publications
376 citations
1–8 of 29
TRR · 3 publications · 268 citations
3
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2 publications · 58 citations
2
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2 publications · 168 citations
2
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1 publications · 10 citations
1
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1 publications · 12 citations
1
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1–5