Penggunaan Limbah Beton Sebagai Bahan Perbaikan Tanah Lempung Terhadap Parameter Kuat Geser

, Solekan and , Ir. Renaningsih, M.T. and , Anto Budi Listyawan, S.T., M.Sc. (2017) Penggunaan Limbah Beton Sebagai Bahan Perbaikan Tanah Lempung Terhadap Parameter Kuat Geser. Diploma thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI FULLLLL.pdf Download (1MB)
	PDF (Halaman Depan) HALAMAN DEPAN.pdf Download (1MB)
	PDF (BAB I) BAB I PDF.pdf Download (164kB)
	PDF (BAB II) BAB II PDF.pdf Restricted to Repository staff only Download (198kB) | Request a copy
	PDF (BAB III) BAB III PDF.pdf Restricted to Repository staff only Download (705kB) | Request a copy
	PDF (BAB IV) bab IV PDF.pdf Restricted to Repository staff only Download (1MB) | Request a copy
	PDF (BAB V) BAB V pdf.pdf Restricted to Repository staff only Download (572kB) | Request a copy
	PDF (BAB VI) BAB VI pdf.pdf Restricted to Repository staff only Download (90kB) | Request a copy
	PDF (Daftar Pustaka) DAFTAR PUSTAKA TA.pdf Download (279kB)
	PDF (Lampiran) LAMPIRAN TA.pdf Restricted to Repository staff only Download (4MB) | Request a copy
	PDF (Pernyataan Publikasi Ilmiah) PERNYATAAN PUBLIKASI ILMIAH.pdf Restricted to Repository staff only Download (224kB) | Request a copy

Abstract

Soil did shrinkage in dray condition and expanded in wet condition called expansion. When the building construction on the soil that will make damage on the construction, those are like highway, bridge, plate, foudation, consolidation and others, (Bowles, 1986). Based on this research which has been done, improvement of soft clay with concret waste with variation precetage of 5%, 8%, and 10%. The result of fisis test was gotten value of density of 2,607, 14,11% of water content, 65,04% of liquid limit, 15,23 of shrinkage limit and 44,51% of platic index, wherease on the soil with mixture of concrete waste with 5%,8%, and10%, the value of density always increased, value of water content decreased, value of liquid limit decreased, plastic limit increased, shrinkage limit decreased, and plastic index decreased. Clasification of USCS with origin soil and soil mixtured with concrete waste of 5%, 8%, and 10% into CH specification with soil clay of unorganic with high plasticity. On the compaction test, in more percetage of concrete waste used so it will make more value of optimum water content, the highest value is on mixture of concrete waste with 10% is as high as 27,00%, it is like the dry maximum value of vomlume increased too in every addition of concrete waste, its highest value on mixture of waste concrete with 10% is 1,36 (gr/cm3). The result of DST of sheare inside angle tended increasing with percentage of 5%,8%, and10%. The value is in the soil with concrete waste of 10% in second trial with 25,26%. Wherease cohesion value increased too because of apparent cohesion, the smallest value happend on the soil with mixture of nilai 5% on the first trial is 0,825( kg/cm2 ).

Item Type:	Karya ilmiah (Diploma)
Uncontrolled Keywords:	tanah lempung, kuat geser, limbah beton, sifat fisis, perbaikan tanah
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	SOLEKAN
Date Deposited:	07 Feb 2017 04:17
Last Modified:	07 Feb 2017 04:17
URI:	http://eprints.ums.ac.id/id/eprint/49276

Actions (login required)

View Item