2013Jurnal Teknik Lingkungan : Electronic Journal of Civil and Environmental EngineeringRequires access

Pengaruh Substitusi Serbuk Batu Menyan Terhadap Parameter Kuat Geser Tanah Ekspansif

Marshella Pratiwi, Indra Chusaini San

Open publisher page 0 citations

Abstract

Soil often caused a lot of problem if the soil has a bad attribute, like expansive soil. Expansive soil has a feature to expand and shrink with a high sweeling. Theres a lot of ways to improve the quality of soil, one of them with addition of a chemical substance. To solve the problem of expansive soil, a research need to be done with menyan stone to be the stabilizer, the aim is to find the influence of the substitution of menyan for expansive soil with the soil shear strength, among cohesion value and shear angle of friction value. The result of the research shows that the substitution of menyan stone has an impact of the cohesion and shear angle of friction value. The value increases up to 25% in mix compotition with 21 days treatment. This explains that the menyan stone worthed to be a stabilizer material. Keyword : expansive soil, menyan stone, cohesion, shear angle of friction value.

About this research paper

What this paper is about

Soil often caused a lot of problem if the soil has a bad attribute, like expansive soil. Expansive soil has a feature to expand and shrink with a high sweeling. Theres a lot of ways to improve the quality of soil, one of them with addition of a chemical substance. To solve the problem of expansive soil, a research need to be done with menyan stone to be the stabilizer, the aim is to find the influence of the substitution of menyan for expansive soil with the soil shear strength, among cohesion value and shear angle of friction value. The result of the research shows that the substitution of menyan stone has an impact of the cohesion and shear angle of friction value. The value increases up to 25% in mix compotition with 21 days treatment. This explains that the menyan stone worthed to be a stabilizer material. Keyword : expansive soil, menyan stone, cohesion, shear angle of friction value.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Soil often caused a lot of problem if the soil has a bad attribute, like expansive soil. Expansive soil has a feature to expand and shrink with a high sweeling. Theres a lot of ways to improve the quality of soil, one of them with addition of a chemical substance. To solve the problem of expansive soil, a research need to be done with menyan stone to be the stabilizer, the aim is to find the influence of the substitution of menyan for expansive soil with the soil shear strength, among cohesion value and shear angle of friction value. The result of the research shows that the substitution of menyan stone has an impact of the cohesion and shear angle of friction value. The value increases up to 25% in mix compotition with 21 days treatment. This explains that the menyan stone worthed to be a stabilizer material. Keyword : expansive soil, menyan stone, cohesion, shear angle of friction value.

Key concepts: Expansive clay, Cohesion (chemistry), Expansive, Geotechnical engineering, Friction angle, Direct shear test, Shear strength (soil), Shear (geology)

Back to paper searchBrowse research topicsOriginal source
Pengaruh Substitusi Serbuk Batu Menyan Terhadap Parameter Kuat Geser Tanah Ekspansif — Research Paper | ScholarLens