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机译:One-Dimensional Consolidation for Unsaturated Soils under Depth-Dependent Stress Induced by Multistage Load
Shanghai Univ. of Engineering Science;
Royal Melbourne Institute of Technology (RMIT);
Shanghai Jiao Tong Univ.;
Unsaturated soils; 1D consolidation; Semianalytical solutions; Depth-dependent stress; Multistage load; Differential operator method;