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Triaxial tests on mechanical properties of undrained and unvented unsaturated clayey sandy soil

In order to study the characteristics of strength, deformation and resilience modulus of unsaturated clayey sands soil under the undrained and unvented condition at different water contents and compaction degrees, an improved unsaturated soil triaxial instrument is used. Two types of tests on the cl...

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Autore principale: MIAO Qiang-qiang 1, CHEN Zheng-han 2, ZHU Qing-qing 3
Natura: Artigo
Lingua:Inglês
Pubblicazione: Editorial Office of Chinese Journal of Geotechnical Engineering 2022-12-01
Serie:Yantu gongcheng xuebao
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Accesso online:https://www.cgejournal.com/en/article/doi/10.11779/CJGE2022S1004
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