PENGARUH PENAMBAHAN LIMBAH KARBIT PADA STABILISASI TANAH LEMPUNG DENGAN PENGUJIAN TRIXSIAL UNCONSOLIDATED UNDRAINED

PUTRI, RIZKI MELATI RINJANI and Yulindasari, Yulindasari and Dewi, Ratna (2020) PENGARUH PENAMBAHAN LIMBAH KARBIT PADA STABILISASI TANAH LEMPUNG DENGAN PENGUJIAN TRIXSIAL UNCONSOLIDATED UNDRAINED. Undergraduate thesis, Sriwijaya University.

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Abstract

Clay soils have characteristics that are hard during dry conditions and are plastic at high moisture content, are cohesive and also very unfavorable because of their low shear strength and bearing capacity while high compressibility. The use of clay soil from Sriguna Village as a test object resulted in a type of silty clay, using a test based on the Lower Misissipi Valley classification system. Stabilization in clay soil is carried out by chemical means using carbide waste, which contains the same CaO compounds as cement content. The test variations used were 0%, 6%, 9%, 12%, 15%, and 20% of the dry weight of the soil with a test treatment period of 0 days, 7 days, and 10 days. Produce the optimum shear strength value at a variation of 12% of 6,541 kg / cm2 with a treatment time of 10 days. Then, the shear strength of the soil began to decrease at a variation of the addition of 15% carbide waste and so on. In terms of the increase in the shear strength of the optimum clay soil was 205.718% when compared to the shear strength of clay without mixture.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	kuat geser tanah, pengujian laboratorium mekanika tanah
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:	Users 9635 not found.
Date Deposited:	08 Jan 2021 06:03
Last Modified:	08 Jan 2021 06:03
URI:	http://repository.unsri.ac.id/id/eprint/39464

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