Ground Arching
Ground Arching is a mechanical phenomenon in geotechnical engineering whereby stress redistribution in surrounding soil or rock forms a load-bearing arch structure around a tunnel excavation, thereby enhancing face stability by transferring overburden pressure away from the unsupported span.
67
Publications
3.6K
Citations
170
Authors
75
Institutions
Publications per year
2017–2026
30
Variants
Soil Arching
Parents
67
Richard L. Handy · Journal of Geotechnical Engineering · 1985 · 528 citations
Evolution of soil arching; 2D DEM simulations
Rui Rui, Frits van Tol, Xiaolong Xia et al. · Computers and Geotechnics · 2015 · 181 citations
1–5 of 67
170
5
h-index
4
h-index
Massachusetts Institute of Technology, United States
3 publications · 457 citations
3
h-index
3
h-index
3
h-index
1–5 of 170
75
Tongji University
Shanghai, China
6 h-index
16 publications
872 citations

Hunan University
Changsha, China
5 h-index
15 publications
774 citations
University of Kansas
Lawrence, United States
5 h-index
9 publications
659 citations
ORCID
Bethesda, United States
4 h-index
5 publications
299 citations

Hong Kong Polytechnic University
Hong Kong, Hong Kong
3 h-index
6 publications
335 citations
China University of Geosciences
Wuhan, China
3 h-index
9 publications
237 citations

Delft University of Technology
Delft, The Netherlands
2 h-index
4 publications
608 citations
Massachusetts Institute of Technology
Cambridge, United States
2 h-index
4 publications
567 citations
1–8 of 75
IJOG · 9 publications · 499 citations
9
h-index
5 publications · 570 citations
5
h-index
5 publications · 156 citations
5
h-index
5 publications · 422 citations
4
h-index
TRR · 3 publications · 57 citations
3
h-index
1–5