The shear strength evaluation of unsaturated soils by Triaxail testing
รหัสดีโอไอ
Creator Ratamanee Nuntasarn
Title The shear strength evaluation of unsaturated soils by Triaxail testing
Publisher Faculty of Engineering, Khon Kaen Univeristy
Publication Year 2554
Journal Title KKU Engineering Journal
Journal Vol. 38
Journal No. 4
Page no. 335-345
Keyword unsaturated soils, triaxial test, matric suction, shear strength
ISSN 0125-8273
Abstract The alternative meaning of unsaturated soil is partially saturated soil, in which the degree of saturation is less than unity. Unsaturated soils have three phases of solid (soil particles), air and water. Therefore the applications of mechanical and hydraulic laws are inadequate in describing unsaturated soil behaviour. Unsaturated soil behaviour is associated of forces and energies with multi-phase interactions. Since the fundamentals of interfacial physics are added in the application laws to explain unsaturated soil behaviour. In particular, Terzaghi
KKU Engineering Journal

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