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contributor authorRoshan, Mohammad Jawed
contributor authorRashid, Ahmad Safuan A.
contributor authorTamassoki, Sakina
contributor authorCorreia, António Gomes
contributor authorMoldovan, Ionut Dragos
contributor authorHorpibulsuk, Suksun
contributor authorUllah, Arshad
date accessioned2026-08-20T11:26:00Z
date available2026-08-20T11:26:00Z
date copyright2025/07/26
date issued2025
identifier otherJMCEE7.MTENG-19964.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312189
description abstractAbstractThis study investigated the dynamic behavior of fine-grained lateritic soils under one-way, stress-controlled cyclic triaxial testing in undrained conditions, focusing on deformation patterns, resilient modulus, strain-dependent shear modulus, and ...Practical ApplicationsThis study presents a method to assess the dynamic behavior of fine-grained lateritic soils under cyclic loading, identifying critical stress ratios (CSRcr) and considering factors such as pore-water pressure and loading frequency. It ...
publisherAmerican Society of Civil Engineers
titleBehavior of Fine-Grained Residual Soil under Cyclic Loading
typeJournal Article
journal volume37
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-19964
journal fristpage04025348-1
journal lastpage04025348-21
page21
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 010
contenttypeFulltext


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