Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java

<p>DOI: <span><a href="http://dx.doi.org/10.17014/ijog.v6i3.125" target="_blank">10.17014/ijog.v6i3.125</a></span></p><p>Only few engineering geological researches on residual soil have been conducted in Indonesia, whereas many infrastruc...

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Main Authors: Untung Sudarsono, G. Hasibuan
Format: Article
Language:English
Published: Geological Agency 2014-06-01
Series:Indonesian Journal on Geoscience
Subjects:
Online Access:https://ijog.geologi.esdm.go.id/index.php/IJOG/article/view/125
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author Untung Sudarsono
G. Hasibuan
author_facet Untung Sudarsono
G. Hasibuan
author_sort Untung Sudarsono
collection DOAJ
description <p>DOI: <span><a href="http://dx.doi.org/10.17014/ijog.v6i3.125" target="_blank">10.17014/ijog.v6i3.125</a></span></p><p>Only few engineering geological researches on residual soil have been conducted in Indonesia, whereas many infrastructure projects take place on undulating area and mountainous area which are composed of residual soils. The paper discusses residual soil characteristics of the Lower Quaternary sediment (Qos) in Kertajati area, Majalengka. The methodology of the research consists of engineering geological mapping, in situ test using 2.5 ton penetrometer, sampling and laboratory test for index properties, Atterberg limits, grain size analysis, and strength tests. Field test analysis data show that the thickness of residual soil resting on the basement rock in the study area varies from 2.40 - 14.20 m. Upwards, it comprises sands, silts, and clays, respectively. Laboratory analysis data indicate that the residual soil is dominated by fine-grained fraction, composed of high plastic clay (CH). Relationship among engineering geological parameters was analysed using linear regression and tested using statistic method t-test to find real correlation among variables within 95 - 90% significance level.. Based on the test, there are real positive correlation with 19 degree of freedom and 5% and 10% level of significance are found in between plasticity indexes (IP) and liquid limits (LL), between plasticity indexes (IP) and clay contents (C), between specific gravities (G ) and clay contents (C). The real negative correlation with nine degree of freedom and 5% and 10% level of significance occurs in between cohesion (c) dengan friction angle (φ). Corelation between degree of saturation (G ) and clay contents (C) with 19 degree of freedom is found in 10% level of significance.<br /><br /></p>
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spelling doaj.art-81b08b0a2cfd49eebbc4687ef93640bb2022-12-21T23:08:22ZengGeological AgencyIndonesian Journal on Geoscience2355-93142355-93062014-06-016317718910.17014/ijog.6.3.177-189125Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West JavaUntung Sudarsono0G. Hasibuan1Badan Geologi, Jln. Diponegoro 57 Bandung 40122Badan Geologi, Jln. Diponegoro 57 Bandung 40122<p>DOI: <span><a href="http://dx.doi.org/10.17014/ijog.v6i3.125" target="_blank">10.17014/ijog.v6i3.125</a></span></p><p>Only few engineering geological researches on residual soil have been conducted in Indonesia, whereas many infrastructure projects take place on undulating area and mountainous area which are composed of residual soils. The paper discusses residual soil characteristics of the Lower Quaternary sediment (Qos) in Kertajati area, Majalengka. The methodology of the research consists of engineering geological mapping, in situ test using 2.5 ton penetrometer, sampling and laboratory test for index properties, Atterberg limits, grain size analysis, and strength tests. Field test analysis data show that the thickness of residual soil resting on the basement rock in the study area varies from 2.40 - 14.20 m. Upwards, it comprises sands, silts, and clays, respectively. Laboratory analysis data indicate that the residual soil is dominated by fine-grained fraction, composed of high plastic clay (CH). Relationship among engineering geological parameters was analysed using linear regression and tested using statistic method t-test to find real correlation among variables within 95 - 90% significance level.. Based on the test, there are real positive correlation with 19 degree of freedom and 5% and 10% level of significance are found in between plasticity indexes (IP) and liquid limits (LL), between plasticity indexes (IP) and clay contents (C), between specific gravities (G ) and clay contents (C). The real negative correlation with nine degree of freedom and 5% and 10% level of significance occurs in between cohesion (c) dengan friction angle (φ). Corelation between degree of saturation (G ) and clay contents (C) with 19 degree of freedom is found in 10% level of significance.<br /><br /></p>https://ijog.geologi.esdm.go.id/index.php/IJOG/article/view/125Lower Quaternary sedimentary rocksresidual soilcorrelationlinear regression
spellingShingle Untung Sudarsono
G. Hasibuan
Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
Indonesian Journal on Geoscience
Lower Quaternary sedimentary rocks
residual soil
correlation
linear regression
title Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
title_full Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
title_fullStr Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
title_full_unstemmed Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
title_short Engineering Geological Characteristics of the Residual Soil, Lower Quaternary Sediments in Kertajati Region, Majalengka, West Java
title_sort engineering geological characteristics of the residual soil lower quaternary sediments in kertajati region majalengka west java
topic Lower Quaternary sedimentary rocks
residual soil
correlation
linear regression
url https://ijog.geologi.esdm.go.id/index.php/IJOG/article/view/125
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