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34 When a triaxial compression test was conducted on a soil specimen, it failed at axial
DOI link for 34 When a triaxial compression test was conducted on a soil specimen, it failed at axial
34 When a triaxial compression test was conducted on a soil specimen, it failed at axial
Compute strength terms plane within point where normal stress water pressure effective stress parameters effective stress parameters fully saturated clay are known 3151b/ft
Edition 1st Edition
First Published 2003
Imprint CRC Press
Pages 1
eBook ISBN 9780429175671
ABSTRACT