Effects of jet grouting on the performance of braced retaining wall

This project studies and reports on the performance and behavior of braced excavation under the presence of jet grout piles. Two-dimensional analyses were carried out with the help of finite element software PLAXIS 2D. The analyses were carried out for a 20 m deep excavation in clay support...

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Bibliographic Details
Main Author: Tan, Yih Keng.
Other Authors: Goh Teck Chee, Anthony
Format: Final Year Project (FYP)
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/49230
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author Tan, Yih Keng.
author2 Goh Teck Chee, Anthony
author_facet Goh Teck Chee, Anthony
Tan, Yih Keng.
author_sort Tan, Yih Keng.
collection NTU
description This project studies and reports on the performance and behavior of braced excavation under the presence of jet grout piles. Two-dimensional analyses were carried out with the help of finite element software PLAXIS 2D. The analyses were carried out for a 20 m deep excavation in clay supported by a 26 m long wall. A total of 108 different cases were considered where the presence and thickness of the jet grout piles were varied. Varying excavation widths, wall stiffness and clay undrained shear strength were also considered. Comparisons of the retaining wall deflections, wall bending moments, strut forces, basal heave safety factor and plastic points patterns were carried out. In general, jet grouting performs more effectively in low strength soil compared to high strength soil. Results indicate that the presence of jet grout effectively reduces the wall deflection especially for retaining walls with lower stiffness. Strut forces on the other hand are more effectively reduced for struts closer to the formation level than struts close to the ground surface.
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spelling ntu-10356/492302023-03-03T17:12:32Z Effects of jet grouting on the performance of braced retaining wall Tan, Yih Keng. Goh Teck Chee, Anthony School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This project studies and reports on the performance and behavior of braced excavation under the presence of jet grout piles. Two-dimensional analyses were carried out with the help of finite element software PLAXIS 2D. The analyses were carried out for a 20 m deep excavation in clay supported by a 26 m long wall. A total of 108 different cases were considered where the presence and thickness of the jet grout piles were varied. Varying excavation widths, wall stiffness and clay undrained shear strength were also considered. Comparisons of the retaining wall deflections, wall bending moments, strut forces, basal heave safety factor and plastic points patterns were carried out. In general, jet grouting performs more effectively in low strength soil compared to high strength soil. Results indicate that the presence of jet grout effectively reduces the wall deflection especially for retaining walls with lower stiffness. Strut forces on the other hand are more effectively reduced for struts closer to the formation level than struts close to the ground surface. Bachelor of Engineering (Civil) 2012-05-16T04:01:44Z 2012-05-16T04:01:44Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49230 en Nanyang Technological University 54 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Tan, Yih Keng.
Effects of jet grouting on the performance of braced retaining wall
title Effects of jet grouting on the performance of braced retaining wall
title_full Effects of jet grouting on the performance of braced retaining wall
title_fullStr Effects of jet grouting on the performance of braced retaining wall
title_full_unstemmed Effects of jet grouting on the performance of braced retaining wall
title_short Effects of jet grouting on the performance of braced retaining wall
title_sort effects of jet grouting on the performance of braced retaining wall
topic DRNTU::Engineering::Civil engineering::Geotechnical
url http://hdl.handle.net/10356/49230
work_keys_str_mv AT tanyihkeng effectsofjetgroutingontheperformanceofbracedretainingwall