Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title An Analysis of Stress-Strain Relationships of Unsaturated soils Based on Bishop Stress
Authors 오세붕 ; 이종필 ; 김태경 ; 권오균
Page pp.175-182
ISSN 10156348
Keywords bishop stress;stress-strain relationships;unsaturated soils;matric suction;Bishop 응력;응력-변형률 관계;불포화토;모관흡수력
Abstract The stress-strain relationship of an unsaturated soil was analyzed by Bishop stress descriptions in this study. The failure criteria could be defined uniquely by the Bishop stress and were also independent of matric suctions. In the low level of matric suctions the failure criteria have a linear relationship and the estimated criterion fitted the measured accurately. Deformation moduli in the small strain level were linearly increased generally with respect to Bishop stress.