作者: Michael T. Hendry , Jitendra S. Sharma , C. Derek Martin , S. Lee Barbour
DOI: 10.1139/T2012-003
关键词: Peat 、 Anisotropy 、 Materials science 、 Geotechnical engineering 、 Stiffness 、 Fibre content 、 Shear strength 、 Direct shear test 、 Laboratory testing
摘要: This paper presents the results of a laboratory testing program involving consolidated undrained triaxial tests and direct shear on remoulded peat, peat fibre, Shelby specimens ...