PENGARUH PENAMBAHAN SERBUK BATU MENYAN TERHADAP PERUBAHAN NILAI KUAT GESER TANAH EKSPANSIF

PRATIWI, MARSHELLA and San, Indra Chusaini (2013) PENGARUH PENAMBAHAN SERBUK BATU MENYAN TERHADAP PERUBAHAN NILAI KUAT GESER TANAH EKSPANSIF. Undergraduate thesis, Sriwijaya University.

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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. There is 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 stone or expansive soil with the soil shear strength, among cohesion value and shear angle of friction value. The result of the research shows that the aditiom 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.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	expansive soil, menyan stone, cohesion, shear angle offriction value.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA703-712 Engineering geology. Rock mechanics. Soil mechanics.Underground construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	05 Oct 2023 07:44
Last Modified:	05 Oct 2023 07:44
URI:	http://repository.unsri.ac.id/id/eprint/129672

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