Mineralogical and Engineering Properties of Soils Derived from In Situ Weathering of Tuff in Central Java, Indonesia

This paper presents the results of borehole investigations and laboratory tests carried out to characterize the soils derived from in situ weathering of tuff in Central Java, Indonesia. The 70 m thick weathering profile of the Quaternary tuff consisted of residual soil and completely to highly decomposed rocks. The relatively low dry unit weight and cohesion but high water content, porosity, plastic and liquid limits, and angle of internal friction of the soils in the present study were related to the dominance of halloysite clay minerals. The established relationships to predict soil shear strength parameters from the soil plasticity index and standard penetration test (SPT) N-values were examined, and linear and non-linear relationships for soils derived from in situ weathering of tuff were proposed.

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Publication Details

Journal
Geosciences
Published
2024-08-10
DOI
https://doi.org/10.3390/geosciences14080213
Citations
2
Primary Topic
Clay minerals and soil interactions
Type
article
Field-Weighted Citation Impact
0.35
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article

Mineralogical and Engineering Properties of Soils Derived from In Situ Weathering of Tuff in Central Java, Indonesia

I Gde Budi Indrawan, I Wayan Warmada, Daniel Tamado, Mifthahul Abrar
2 citations
Geosciences
Clay minerals and soil interactions
0.35
article

Mineralogical and Engineering Properties of Soils Derived from In Situ Weathering of Tuff in Central Java, Indonesia

I Gde Budi Indrawan, I Wayan Warmada, Daniel Tamado, Mifthahul Abrar
article en
2 citations

Abstract

This paper presents the results of borehole investigations and laboratory tests carried out to characterize the soils derived from in situ weathering of tuff in Central Java, Indonesia. The 70 m thick weathering profile of the Quaternary tuff consisted of residual soil and completely to highly decomposed rocks. The relatively low dry unit weight and cohesion but high water content, porosity, plastic and liquid limits, and angle of internal friction of the soils in the present study were related to the dominance of halloysite clay minerals. The established relationships to predict soil shear strength parameters from the soil plasticity index and standard penetration test (SPT) N-values were examined, and linear and non-linear relationships for soils derived from in situ weathering of tuff were proposed.

GeosciencesVol. 14(8)
Universitas Gadjah Mada (ID)
Life in Land
Openalex Percentile: Top 45%
Clay minerals and soil interactions
0.35
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