Analisis Konsolidasi Tanah Lempung Lunak Dengan Limbah Beton Sebagai Drainase Vertikal

Dani, Dwita Rakhma and , Anto Budi Listyawan, S.T., M.Sc. and , Agus Susanto, S.T, M.T and , Ir. Renaningsih, MT. (2018) Analisis Konsolidasi Tanah Lempung Lunak Dengan Limbah Beton Sebagai Drainase Vertikal. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI DWITA fix 2.pdf Download (754kB)
	PDF (Halaman Depan) 1. HALAMAN DEPAN fix.pdf Download (720kB)
	PDF (Bab I) 2. BAB I.pdf Download (162kB)
	PDF (Bab II) 3. BAB II.pdf Restricted to Repository staff only Download (157kB) | Request a copy
	PDF (Bab III) 4. BAB III.pdf Restricted to Repository staff only Download (462kB) | Request a copy
	PDF (Bab IV) 5. BAB IV.pdf Restricted to Repository staff only Download (455kB) | Request a copy
	PDF (Bab V) 6. BAB V.pdf Restricted to Repository staff only Download (308kB) | Request a copy
	PDF (Bab VI) 7. BAB VI.pdf Restricted to Repository staff only Download (90kB) | Request a copy
	PDF (Daftar Pustaka) 8. DAFTAR PUSTAKA.pdf Download (86kB)
	PDF (Lampiran) 9. LAMPIRAN.pdf Restricted to Repository staff only Download (6MB) | Request a copy
	PDF (Surat Pernyataan Tidak Publikasi) 20180725 (5).pdf Restricted to Repository staff only Download (177kB) | Request a copy

Abstract

Soil becomes the basic part of building a structure. There are some problems that occur in the construction of roads or buildings, such as structural damage in the buildings due to excessive settlement or differential settlement. If the construction build on that soil there will be damage to the construction of the building such as cracks in roads, bridges, plate structure damage, foundation damage, settlement and other damage. If the soil has a problem it should be improved by improving its properties. A solution for soil improvement by using vertical drainage, which utilizes concrete waste as a content material for vertical drainage. In this research using variations diameter for the vertical drainage is 10 cm, 15 cm and 20 cm. And variation of distance for sampling is 16.67 cm, 33.33 cm and 50 cm. Testing of soil samples after installation of vertical drainage with concrete waste material is consolidation test, to obtain the value of coefficient of consolidation (Cv), compression index (Cc) and consolidation settlement (Sc). The result of the research using concrete waste for vertical drainage material content obtained the value of Cv, Cc and Sc against original soil, in 10 cm column the value of Cv 68.662%, Cc 29.892% and Sc 26.008%. In 15 cm column value of Cv 84.725%, Cc 44.850% and Sc 43952. In 20 cm column value of Cv 93.628%, Cc 58.115% and Sc 49.731%. From the three differences in diameter of vertical drainage using concrete waste can be seen that using 20 cm diameter more effective for soil improvement in Troketon Village, Pedan District, Klaten District.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Konsolidasi, Limbah Beton, koefisien konsolidasi, indeks ,pemampatan dan penurunan konsolidasi
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	DWITA RAKHMA DANI
Date Deposited:	26 Jul 2018 06:54
Last Modified:	26 Jul 2018 06:55
URI:	http://eprints.ums.ac.id/id/eprint/64053

Actions (login required)

View Item