A new interpretation of the constant rate of strain consolidation test for determining the coefficient of consolidation

DOI10.1007/S10665-022-10223-WzbMath1495.74045OpenAlexW4281871633MaRDI QIDQ2152209

Publication date: 7 July 2022

Published in: Journal of Engineering Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10665-022-10223-w

zbMATH Keywords

ramp loading one-dimensional consolidation double drained clay specimen eigen-function expansion method fine-grained soil post-ramp loading

Mathematics Subject Classification ID

Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

This page was built for publication: A new interpretation of the constant rate of strain consolidation test for determining the coefficient of consolidation