Calculation of bearing capacity about the strip foundation based on the twin shear unified strength theory

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 39, Issue 1, 2006, Pages 79-82

  Wang, Xiangqiu ^a   Yang, Linde ^b   Gao, Wenhua ^c  

^a FOSHAN UNIVERSITY   (China)

^b TONGJI UNIVERSITY   (China)

^c HUNAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

Author keywords

Bearing capacity of sub grade soils; Mohr Coulomb criterion; Strip foundation; The twin shear unified strength theory

Indexed keywords

BEARING CAPACITY; ELASTICITY; SHEAR STRENGTH; SOIL MECHANICS; SOILS; STRESSES;

MOHR-COULOMB CRITERION; PLANE-STRAIN HYPOTHESIS; STRIP FOUNDATION; SUB-GRADE SOILS; TWIN SHEAR UNIFIED STRENGTH THEORY;

FOUNDATIONS;

EID: 33748206758     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)