Skripsi

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

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Penilaian

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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.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2007001430	T39464	T394642020	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T394642020

Publisher

Inderalaya : Prodi Teknik Sipil Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2020

Collation

xvii, 70 hlm. : ilus. ; 28 cm

Language

Indonesia

ISBN/ISSN

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Classification

628.407

Content Type

Text

Media Type

unmediated

Carrier Type

-

Edition

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Subject(s)

Teknologi pengolahan limbah
Jurusan teknik sipil dan Perencanaan

Specific Detail Info

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Statement of Responsibility

DS

Other version/related

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