A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Sand liquefaction under cyclic loading simple shear conditions
Test data to compare resulting behavior with that observed under cyclic loading triaxial test conditions are presented; it is concluded that liquefaction characteristics observed in two types of tests are qualitatively similar; however, under cyclic simple shear conditions, which provide close simulation of stresses induced under field conditions, cyclic shear stresses required to cause liquefaction were only about 35% of those determined by more approximate triaxial test procedures.
Sand liquefaction under cyclic loading simple shear conditions
Test data to compare resulting behavior with that observed under cyclic loading triaxial test conditions are presented; it is concluded that liquefaction characteristics observed in two types of tests are qualitatively similar; however, under cyclic simple shear conditions, which provide close simulation of stresses induced under field conditions, cyclic shear stresses required to cause liquefaction were only about 35% of those determined by more approximate triaxial test procedures.
Sand liquefaction under cyclic loading simple shear conditions
ASCE -- Proc (J Soil Mechanics Foundation Div)
Peacock, W.H. (author) / Seed, H.B. (author)
1968
20 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Post liquefaction behaviour of saturated sand under simple shear loading
| British Library Conference Proceedings | 1997
Liquefaction of Sand under Bi-Directional Cyclic Loading
| British Library Conference Proceedings | 2008
| Taylor & Francis Verlag | 2023