#TITLE_ALTERNATIVE#
ABSTRACT: <br /> <br /> <br /> Strength, volume change and index properties testing for some tropical soils in West Java has been carried out. The soils examined were obtained from three locations (Cikampek, Cikalong and Lembang) to find the effect of drying temperature on water c...
Saved in:
Main Author: | |
---|---|
Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/8205 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
id |
id-itb.:8205 |
---|---|
spelling |
id-itb.:82052017-09-27T15:21:03Z#TITLE_ALTERNATIVE# Aschuri (NIM 26991020), Imam Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/8205 ABSTRACT: <br /> <br /> <br /> Strength, volume change and index properties testing for some tropical soils in West Java has been carried out. The soils examined were obtained from three locations (Cikampek, Cikalong and Lembang) to find the effect of drying temperature on water content, mixing time on Atterberg Limits, volume change (swelling and collapse) in oedometer testing, and to evaluate the effect of water content variation on these characteristics relative to shear strength. <br /> <br /> <br /> Index properties tests were carried out using standard and modified procedures. Recommended standard swelling and collapse test procedures were followed, and unconsolidatedundrained triaxial tests carried out. The parameters of strength were determined as a function of water content at natural dry density. <br /> <br /> <br /> From the results of the index properties test programme it was found that the drying temperature had an influence on water content. Variation in mixing time affected Atterberg Limits albeit not to a significant extent. <br /> <br /> <br /> The swelling properties were found to be influenced by initial dry density, clay fraction and type of clay mineralogy. The collapse potential was estimated from published guide values. None of the soils tested exhibited any significant collapse properties. <br /> <br /> <br /> Water content was found to affect shear stength. An increase in water content decreased the angle of shear resistance and shear strength, while undrained cohesion increased up to a maximum value when the water content was near optimum, whereafter it started to decrease with increasing water content. 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 |
description |
ABSTRACT: <br />
<br />
<br />
Strength, volume change and index properties testing for some tropical soils in West Java has been carried out. The soils examined were obtained from three locations (Cikampek, Cikalong and Lembang) to find the effect of drying temperature on water content, mixing time on Atterberg Limits, volume change (swelling and collapse) in oedometer testing, and to evaluate the effect of water content variation on these characteristics relative to shear strength. <br />
<br />
<br />
Index properties tests were carried out using standard and modified procedures. Recommended standard swelling and collapse test procedures were followed, and unconsolidatedundrained triaxial tests carried out. The parameters of strength were determined as a function of water content at natural dry density. <br />
<br />
<br />
From the results of the index properties test programme it was found that the drying temperature had an influence on water content. Variation in mixing time affected Atterberg Limits albeit not to a significant extent. <br />
<br />
<br />
The swelling properties were found to be influenced by initial dry density, clay fraction and type of clay mineralogy. The collapse potential was estimated from published guide values. None of the soils tested exhibited any significant collapse properties. <br />
<br />
<br />
Water content was found to affect shear stength. An increase in water content decreased the angle of shear resistance and shear strength, while undrained cohesion increased up to a maximum value when the water content was near optimum, whereafter it started to decrease with increasing water content. |
format |
Theses |
author |
Aschuri (NIM 26991020), Imam |
spellingShingle |
Aschuri (NIM 26991020), Imam #TITLE_ALTERNATIVE# |
author_facet |
Aschuri (NIM 26991020), Imam |
author_sort |
Aschuri (NIM 26991020), Imam |
title |
#TITLE_ALTERNATIVE# |
title_short |
#TITLE_ALTERNATIVE# |
title_full |
#TITLE_ALTERNATIVE# |
title_fullStr |
#TITLE_ALTERNATIVE# |
title_full_unstemmed |
#TITLE_ALTERNATIVE# |
title_sort |
#title_alternative# |
url |
https://digilib.itb.ac.id/gdl/view/8205 |
_version_ |
1820664354383593472 |