An experimental investigation on stable arch formation in cohesionless granular materials using developed trapdoor test
Author:
Publisher
Elsevier BV
Subject
General Chemical Engineering
Reference47 articles.
1. Stress redistribution and ground arch development during tunneling;Chen;Tunn. Undergr. Space Technol.,2011
2. Tunnel stability and arching effects during tunneling in soft clayey soil;Lee;Tunn. Undergr. Space Technol.,2006
3. A simplified method for analysis of a piled embankment reinforced with geosynthetics;Abusharar;Geotext. Geomembr.,2009
4. Uplift capacity of single bent pile and pile group considering arching effects in sand;Shelke;Geotech. Geol. Eng.,2010
5. Optimal location of piles in slope stabilization by limit analysis;Li;Acta Geotech.,2012
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