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Hydromechanical behavior of unsaturated artificially–hydrophobized sand: Compression, shearing, and dilatancy
Hydromechanical behavior of unsaturated artificially–hydrophobized sand: Compression, shearing, and dilatancy
Hydromechanical behavior of unsaturated artificially–hydrophobized sand: Compression, shearing, and dilatancy
Engineering Geology
Zhou, Zheng (Autor:in) / Leung, Anthony Kwan (Autor:in) / Zhu, Wei Jun (Autor:in) / Li, Yuan Yuan (Autor:in)
Engineering Geology ; 291
01.09.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand
Online Contents | 2012
Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand
British Library Online Contents | 2012
|Influence of Cement-Voids Ratio on Stress-Dilatancy Behavior of Artificially Cemented Sand
Online Contents | 2012
|