Effects of Membrane Penetration on Modulus and Poisson’s Ratio for Undrained Cyclic Triaxial Conditions

• Published in: SOILS AND FOUNDATIONS Vol. 36; no. 4; pp. 127 - 133
• Main Authors: Yamashita, Satoshi, Toki, Shosuke, Suzuki, Teruyuki
• Format: Journal Article
• Language: English
• Published: Tokyo Elsevier B.V 01.12.1996; The Japanese Geotechnical Society; Japanese Geotechnical Society
• Subjects: Applied sciences; Buildings. Public works; cyclic triaxial test; drainage condition; Exact sciences and technology; Geotechnics; membrane penetration; Poisson’s ratio; sand; Soil investigations. Testing; Young’s modulus (IGC: D7/D6); drainage condition; membrane penetration; Young’s modulus (IGC: D7/D6); sand; Poisson’s ratio; cyclic triaxial test; Grain size analysis; Sand; Shear modulus; Triaxial test; Drainage; Young modulus; Granular soil; Poisson ratio; Soil test; Pore pressure; Cyclic load; Undrained soil test; Membrane

The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests of granular soils are discussed in this paper. The soils used are six types of sands with different grain size distributions. Test results indicated that the relationship between the shear mo...