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The effect of groundwater to deep excavation

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Bibliographic Details
Main Author: Suliza, Borhan
Other Authors: Mohd Faiz Mohammad Zaki
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2015
Subjects:
Groundwater
Excavation
Soft soil creep (SSC)
Soil
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40383
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spelling my.unimap-403832015-07-29T03:06:15Z The effect of groundwater to deep excavation Suliza, Borhan Mohd Faiz Mohammad Zaki Groundwater Excavation Soft soil creep (SSC) Soil Access is limited to UniMAP community. Excavation is the process by which soil or rock is removing in order to reach required level. Materials resulting from such excavation often employed as fill for embankment or for other construction purposes on the same project. Deep excavation using an open cut method often too carried out until the above requirement. In the other case, deep excavation was carrying out close proximity to infrastructures and utilities. Therefore, it is important to limit the lateral wall movements and ground settlement, so that the infrastructure and utilities will safe from damage. The purpose of this study is to evaluate the effect of ground water to deep excavation using finite element analyses with soft soil creep (SSC) model. The simulation work employed finite element software Plaxis 8.0. Parametric studies have carried out to investigate the effect of ground water to deep excavation. In this design, basement will be excavate in 12 m, 16 m, and 20 m deep at 10 m, 15 m, and 20 m for location of ground water level was to show effect of ground water based on depth of excavation. If displacement of soil is small, it is very suitable for excavation. Comparison between case 1, 2 and 3 shows that the ground water variations prior to the excavation have no appreciable effect on wall force and deflection. From the result analysis, it indicates that the location of ground water level will affect to excavation work. Therefore, the application of this Plaxis 8.0 is a great encouragement to study and understand in order to enhance an effective design and analysis. 2015-07-29T03:06:15Z 2015-07-29T03:06:15Z 2013-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40383 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Groundwater
Excavation
Soft soil creep (SSC)
Soil
spellingShingle Groundwater
Excavation
Soft soil creep (SSC)
Soil
Suliza, Borhan
The effect of groundwater to deep excavation
description Access is limited to UniMAP community.
author2 Mohd Faiz Mohammad Zaki
author_facet Mohd Faiz Mohammad Zaki
Suliza, Borhan
format Learning Object
author Suliza, Borhan
author_sort Suliza, Borhan
title The effect of groundwater to deep excavation
title_short The effect of groundwater to deep excavation
title_full The effect of groundwater to deep excavation
title_fullStr The effect of groundwater to deep excavation
title_full_unstemmed The effect of groundwater to deep excavation
title_sort effect of groundwater to deep excavation
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2015
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40383
_version_ 1643799349522595840
score 13.187197

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