Estimating strut forces for excavation support systems

Braced excavation has been widely used for basement and other infrastructure projects in Singapore. The supporting system is carried out using struts which are preloaded after the connection to the waler takes place. The struts are monitored regularly to check the deformation of the steel in order t...

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Main Author: Bernard, Hendrie.
Other Authors: Goh Teck Chee, Anthony
Format: Final Year Project
Language:English
Published: 2013
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Online Access:http://hdl.handle.net/10356/53854
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-538542019-12-10T11:08:19Z Estimating strut forces for excavation support systems Bernard, Hendrie. Goh Teck Chee, Anthony School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Braced excavation has been widely used for basement and other infrastructure projects in Singapore. The supporting system is carried out using struts which are preloaded after the connection to the waler takes place. The struts are monitored regularly to check the deformation of the steel in order to prevent any failure in the supporting system. Several studies have been proposed in measuring the strut loads where the Peck's Apparent Pressure Diagram or APD is commonly used in design. In this study, the strut forces are estimated using the finite element software called PLAXIS 2D. The study is conducted under various cases which are expected to govern the pressure distribution. A comparison against the APD is done in order to check the consistency of the semi - empirical method. The aspects that are examined are the wall stiffness, the depth to the hard stratum, embedment length of the wall, and the soil strength. In addition, a phi-c reduction is carried out to calculate their safety factor. The results show that the pressure distribution is influenced by the wall stiffness where stiffer wall will yield a larger pressure distribution which may cause an under estimation of the strut force using the APD. The thickness of the soft clay below the excavation also affects the profile of the strut forces. Since the stiff clay layer below the soft clay helps to restrain wall deformation, the strut forces exerted on the wall are smaller. The pressure distribution is reduced when the soft clay layer thickness is reduced. Furthermore, the embedment length is found to have no influence on the pressure distribution. Wall analyses also show a significant influence of the soil strength whereby lower strength will result in higher strut forces. Bachelor of Engineering (Civil) 2013-06-07T08:45:11Z 2013-06-07T08:45:11Z 2013 2013 Final Year Project (FYP) http://hdl.handle.net/10356/53854 en Nanyang Technological University 78 p. application/msword
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Bernard, Hendrie.
Estimating strut forces for excavation support systems
description Braced excavation has been widely used for basement and other infrastructure projects in Singapore. The supporting system is carried out using struts which are preloaded after the connection to the waler takes place. The struts are monitored regularly to check the deformation of the steel in order to prevent any failure in the supporting system. Several studies have been proposed in measuring the strut loads where the Peck's Apparent Pressure Diagram or APD is commonly used in design. In this study, the strut forces are estimated using the finite element software called PLAXIS 2D. The study is conducted under various cases which are expected to govern the pressure distribution. A comparison against the APD is done in order to check the consistency of the semi - empirical method. The aspects that are examined are the wall stiffness, the depth to the hard stratum, embedment length of the wall, and the soil strength. In addition, a phi-c reduction is carried out to calculate their safety factor. The results show that the pressure distribution is influenced by the wall stiffness where stiffer wall will yield a larger pressure distribution which may cause an under estimation of the strut force using the APD. The thickness of the soft clay below the excavation also affects the profile of the strut forces. Since the stiff clay layer below the soft clay helps to restrain wall deformation, the strut forces exerted on the wall are smaller. The pressure distribution is reduced when the soft clay layer thickness is reduced. Furthermore, the embedment length is found to have no influence on the pressure distribution. Wall analyses also show a significant influence of the soil strength whereby lower strength will result in higher strut forces.
author2 Goh Teck Chee, Anthony
author_facet Goh Teck Chee, Anthony
Bernard, Hendrie.
format Final Year Project
author Bernard, Hendrie.
author_sort Bernard, Hendrie.
title Estimating strut forces for excavation support systems
title_short Estimating strut forces for excavation support systems
title_full Estimating strut forces for excavation support systems
title_fullStr Estimating strut forces for excavation support systems
title_full_unstemmed Estimating strut forces for excavation support systems
title_sort estimating strut forces for excavation support systems
publishDate 2013
url http://hdl.handle.net/10356/53854
_version_ 1681046903178919936