PENGARUH PENAMBAHAN AMMONIUM CHLORIDE 3%, 4%, 5%, 6%, DAN 7% TERHADAP STABILITAS TANAH EKSPANSIF DENGAN PENGUJIAN KONSOLIDASI

SARI, FEBRINA PRAMITA and San, Indra Chusaini and Dewi, Ratna (2009) PENGARUH PENAMBAHAN AMMONIUM CHLORIDE 3%, 4%, 5%, 6%, DAN 7% TERHADAP STABILITAS TANAH EKSPANSIF DENGAN PENGUJIAN KONSOLIDASI. Undergraduate thesis, Sriwijaya University.

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Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Tanah ekspansif, stabilitas, Ammonium Chloride
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:	03 Nov 2023 07:09
Last Modified:	03 Nov 2023 07:09
URI:	http://repository.unsri.ac.id/id/eprint/130333

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