Eccentric Loading Effects is a structural response phenomenon in geotechnical engineering wherein a mat foundation experiences non-uniform stress distribution and rotational settlement due to applied loads acting at a distance from its centroidal axis, inducing both differential settlement and bending moments that compromise foundation stability.
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University of Wollongong
Wollongong, Australia
9 h-index
11 publications
963 citations
Southeast University
Nanjing, China
8 h-index
19 publications
520 citations
Tongji University
Shanghai, China
8 h-index
18 publications
701 citations
Beijing University of Technology
Beijing, China
6 h-index
23 publications
597 citations
University of Memphis
Memphis, United States
6 h-index
13 publications
316 citations
The University of Western Australia
Perth, Australia
6 h-index
14 publications
940 citations
Tanta University
Tanta, Egypt
6 h-index
14 publications
552 citations
RWTH Aachen University
Aachen, Germany
5 h-index
10 publications
193 citations
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- Engineering Structures
27 publications · 1.2K citations
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- Journal of Composites for Construction
19 publications · 1.3K citations
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- Journal of Constructional Steel Research
JCSR · 15 publications · 794 citations
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- Journal of Structural Engineering
14 publications · 530 citations
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- Construction and Building Materials
12 publications · 576 citations
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