Lv4
448 积分 2024-09-14 加入
Origin of the critical state in sheared granular materials
21天前
已完结
Strain rate-dependent undrained response of a coral sand
25天前
已完结
Instability Conditions of a Silty Sand under Monotonic Loads in Simple Shear Tests
25天前
已完结
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content
25天前
已完结
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions
25天前
已完结
Influence of shearing strain rate on the mechanical behaviour of three structured clays
25天前
已完结
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions
25天前
已完结
Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil
27天前
已完结
Seismic response of a long shield tunnel crossing through multiple soil deposits
28天前
已完结
PORE PRESSURE AND VOLUME CHANGE BEHAVIOUR DURING UNDRAINED AND DRAINED LOADINGS OF AN UNSATURATED SOIL
1个月前
已关闭
皖公网安备34019202002308
