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THE BEHAVIOR OF RESIDUAL SHEAR STRENGTH OF LATERITE SOIL DUE TO THE ADDITION OF COARSE SAND AND LOW PLASTICITY CLAY FRACTIONS

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dc.contributor.author Rusdiansyah
dc.contributor.author Adriani
dc.contributor.author Barkiah, Ida
dc.date.accessioned 2023-04-26T06:42:55Z
dc.date.available 2023-04-26T06:42:55Z
dc.date.issued 2021-10
dc.identifier.citation Rusdiansyah, Adriani, & Ida Barkiah. (2021). THE BEHAVIOR OF RESIDUAL SHEAR STRENGTH OF LATERITE SOIL DUE TO THE ADDITION OF COARSE SAND AND LOW PLASTICITY CLAY FRACTIONS. GEOMATE Journal, 21(86), 100–107. Retrieved from https://geomatejournal.com/geomate/article/view/34 en_US
dc.identifier.issn 2186-2982
dc.identifier.uri https://repo-dosen.ulm.ac.id//handle/123456789/29640
dc.description.abstract Residual shear strength plays a very significant role in geotechnical engineering. This concept has contributed extensively to diverse studies on soil behaviors under the influence of shear failure, both in drained and saturated conditions. In terms of landslides, the assessment of the residual shear strength after an occurrence and the progressive failure risk of slope stability has been very useful. However, information on this shear property in laterite soil appears relatively minimal. This soil type is the most frequently applied embankment for road construction in every Kalimantan region. Therefore, the purpose of this research is to determine the behavior of residual shear strength in laterite soil and the effects of adding coarse sand and clay fractions, using direct shear analysis. Subsequently, the specimens were prepared by compaction tests to obtain the optimum moisture content and uniform density, using coarse sand of varying proportions, termed 5, 10, 15, 20 and 25%, while, the shear strength treatment with wetting and drying cycle conditions was conducted under 2, 4, 6, 8 and 10 days, respectively. The results showed that the addition of the coarse sand and clay (CL) portions was able to increase the residual shear strength parameters (cohesion and internal friction angle) by 4-6%, compared to the pure state. Therefore, the introduction of clay (CL) materials ranging from 20-25% appears suitable in enhancing the residual shear strength of laterite soil. However, the extensive wetting-drying cycle tends to reduce the peak and residual shear strength. en_US
dc.language.iso en en_US
dc.publisher International Journal of GEOMATE en_US
dc.relation.ispartofseries 21;86
dc.subject Shear strength, Residual shear strength, Laterite soil, Coarse sand, Low plasticity clay en_US
dc.title THE BEHAVIOR OF RESIDUAL SHEAR STRENGTH OF LATERITE SOIL DUE TO THE ADDITION OF COARSE SAND AND LOW PLASTICITY CLAY FRACTIONS en_US
dc.type Article en_US


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