Correlation of soft clay and shear strength in West Jakarta
Zaki, M., Ngom, M.B., Misshuari, I.W., Sejati, W., Zayadi, R.
Abstract. Most geotechnical problems are soft soils, where geotechnical science is very unique, due to limited data, engineer experience, multi-phase, heterogeneous and variable attachment to one another. West Jakarta has 56 urban villages as one of the strategic cities that has a large distribution of soft soil with a thickness that varies more than 4 meters. Sampling was conducted randomly in all urban villages, with testing in the form of sondir, boring machine, uds, soil properties and soil engineering. the results obtained are a well-bound relationship between water content and soft soil depth, friction angle with PI and soft soil depth of r2> 0.60, while the relationship of cohesion value to soft soil depth, PI, NSP, and soft soil depth is not well bound. For the regression equation approach obtained are y = -0.8266x + 54.597 (friction angle with PI); y = -1.0209x + 56.032 (friction angle with soft soil depth) and y = 1.848x + 22.151 (soft soil depth with water content).
Keywords
Soft Soil, Soil Investigation, West Jakarta, Regression
Published online 2/25/2025, 7 pages
Copyright © 2025 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: Zaki, M., Ngom, M.B., Misshuari, I.W., Sejati, W., Zayadi, R., Correlation of soft clay and shear strength in West Jakarta, Materials Research Proceedings, Vol. 48, pp 494-500, 2025
DOI: https://doi.org/10.21741/9781644903414-54
The article was published as article 54 of the book Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 license. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
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