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Investigating the Simultaneous Effect of Suction and Silt Percentage on the Critical State Shear Strength of the Unsaturated Silty Sand

In this study, the critical state shear strength of a type of sand with different silt percentages in saturated and unsaturated states has been investigated. For this purpose, a number of undrained consolidated (CU) and drained consolidated (CD) triaxial tests were performed on saturated and unsatur...

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Autori principali: Maziar Abdi, Mohammad Maleki, Erfan Chali
Natura: Artigo
Lingua:Persa
Pubblicazione: University of Qom 2023-08-01
Serie:پژوهش‌های زیرساخت‌های عمرانی
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Accesso online:https://cer.qom.ac.ir/article_2269_83b9da4883fec899b394dabf3925d7a4.pdf
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