STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS

Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum dry density. In this research, the effect of plasticity index of soils is studied on the af...

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Main Author: Mukiyono, Aris
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/1326
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:1326
spelling id-itb.:13262004-11-30T12:54:24ZSTUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS Mukiyono, Aris Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1326 Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum dry density. In this research, the effect of plasticity index of soils is studied on the after compaction cohesive soil properties, more specifically, on the unconfined compressive strength, on the California bearing ratio, on the coefficient of permeability and on the Ducth cone penetration resistance of the compacted soils. It also gives some corralations between plasticity index with maximum dry density, optimum moisture content, and percent of clay. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
topic Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
spellingShingle Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Mukiyono, Aris
STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
description Modified Proctor Compaction test is one of the known compaction test methods, that usually performed in laboratory, to obtain soil compaction parameters, which are the optimum moisture content and the maximum dry density. In this research, the effect of plasticity index of soils is studied on the after compaction cohesive soil properties, more specifically, on the unconfined compressive strength, on the California bearing ratio, on the coefficient of permeability and on the Ducth cone penetration resistance of the compacted soils. It also gives some corralations between plasticity index with maximum dry density, optimum moisture content, and percent of clay.
format Theses
author Mukiyono, Aris
author_facet Mukiyono, Aris
author_sort Mukiyono, Aris
title STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
title_short STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
title_full STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
title_fullStr STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
title_full_unstemmed STUDI EXPERIMENTAL PENGARUH INDEX PLASTISITAS PADA TANAH KOHESIF PASCA KOMPAKSI MODIFIED PROCTOR TERHADAP HASIL UJI UNCONFINED, CBR, PERMEABILITAS DAN TAHANAN KONUS
title_sort studi experimental pengaruh index plastisitas pada tanah kohesif pasca kompaksi modified proctor terhadap hasil uji unconfined, cbr, permeabilitas dan tahanan konus
url https://digilib.itb.ac.id/gdl/view/1326
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