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Soil properties comparison of lime treated soft clay

The main objectives of this research are to determine the plasticity properties and the shear strength properties of lime treated soft clay. The physical properties and shear strength properties of lime treated soft clays are investigated by conducting laboratory test such as atterberg limit test an...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Amir Saifuddin, Amram
التنسيق: Undergraduates Project Papers
اللغة:English
منشور في: 2015
الموضوعات:
TA Engineering (General). Civil engineering (General)
الوصول للمادة أونلاين:http://umpir.ump.edu.my/id/eprint/11941/3/Soil%20properties%20comparison%20of%20lime%20treated%20soft%20clay%20-%2024%20pages.pdf
http://umpir.ump.edu.my/id/eprint/11941/
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id my.ump.umpir.11941
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spelling my.ump.umpir.119412022-01-18T03:52:27Z http://umpir.ump.edu.my/id/eprint/11941/ Soil properties comparison of lime treated soft clay Amir Saifuddin, Amram TA Engineering (General). Civil engineering (General) The main objectives of this research are to determine the plasticity properties and the shear strength properties of lime treated soft clay. The physical properties and shear strength properties of lime treated soft clays are investigated by conducting laboratory test such as atterberg limit test and unconfined compression test. Atterberg limit test have been carried out for 7 days of curing period for the treated clay with the optimum lime content. For unconfined compressive test, the test have been carried out for 7, 14, and 28 days of curing period. For atterberg limit, there is an increment in both plastic and liquid limit of the lime treated soft clay and untreated soft clay. The liquid limits for untreated soil is 66.5% then increase into 73.30% when 20% lime is added. The plastic limit for untreated soil sample is 34.9% before it increase to 38.68% for 20% lime added respectably. This resulted an increment in plasticity index from 31.55% for untreated sample to 34.62% at 20% lime. For unconfined compressive test, the result have shown that there is an increment for the axial stress based on the curing days. The maximum axial stress for the untreated clay is initially 158.47 kN/m2. After added with 20% of lime content, the maximum axial stress is increased to 209.21 kN/m2 for 7 days of curing while for 14 and 28 days, the maximum axial stress are 231.19 kN/m2 and 352.02 kN/m2. It can be conclude that, lime stabilization method can be used as a soil treatment program for soft clay especially for road construction. 2015-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/11941/3/Soil%20properties%20comparison%20of%20lime%20treated%20soft%20clay%20-%2024%20pages.pdf Amir Saifuddin, Amram (2015) Soil properties comparison of lime treated soft clay. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Amir Saifuddin, Amram
Soil properties comparison of lime treated soft clay
description The main objectives of this research are to determine the plasticity properties and the shear strength properties of lime treated soft clay. The physical properties and shear strength properties of lime treated soft clays are investigated by conducting laboratory test such as atterberg limit test and unconfined compression test. Atterberg limit test have been carried out for 7 days of curing period for the treated clay with the optimum lime content. For unconfined compressive test, the test have been carried out for 7, 14, and 28 days of curing period. For atterberg limit, there is an increment in both plastic and liquid limit of the lime treated soft clay and untreated soft clay. The liquid limits for untreated soil is 66.5% then increase into 73.30% when 20% lime is added. The plastic limit for untreated soil sample is 34.9% before it increase to 38.68% for 20% lime added respectably. This resulted an increment in plasticity index from 31.55% for untreated sample to 34.62% at 20% lime. For unconfined compressive test, the result have shown that there is an increment for the axial stress based on the curing days. The maximum axial stress for the untreated clay is initially 158.47 kN/m2. After added with 20% of lime content, the maximum axial stress is increased to 209.21 kN/m2 for 7 days of curing while for 14 and 28 days, the maximum axial stress are 231.19 kN/m2 and 352.02 kN/m2. It can be conclude that, lime stabilization method can be used as a soil treatment program for soft clay especially for road construction.
format Undergraduates Project Papers
author Amir Saifuddin, Amram
author_facet Amir Saifuddin, Amram
author_sort Amir Saifuddin, Amram
title Soil properties comparison of lime treated soft clay
title_short Soil properties comparison of lime treated soft clay
title_full Soil properties comparison of lime treated soft clay
title_fullStr Soil properties comparison of lime treated soft clay
title_full_unstemmed Soil properties comparison of lime treated soft clay
title_sort soil properties comparison of lime treated soft clay
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/11941/3/Soil%20properties%20comparison%20of%20lime%20treated%20soft%20clay%20-%2024%20pages.pdf
http://umpir.ump.edu.my/id/eprint/11941/
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score 13.251813

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