The effectiveness of geosynthetic to prevent slope erosion

Slope failure or landslide always related to the slope works at the hilly area. One of the factors that contribute to this problem when slope surface is exposes to the rainfall or surface run-off that eroded particle from slope surface. Suitable protected layer and types of vegetation is important i...

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Main Author:	Muhamad Iqmal, Muhamad Shah
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2569/ http://umpir.ump.edu.my/id/eprint/2569/ http://umpir.ump.edu.my/id/eprint/2569/1/MUHAMAD_IQMAL_BIN_MUHAMAD_SHAH.PDF

id	ump-2569
recordtype	eprints
spelling	ump-25692015-03-03T07:57:18Z http://umpir.ump.edu.my/id/eprint/2569/ The effectiveness of geosynthetic to prevent slope erosion Muhamad Iqmal, Muhamad Shah TA Engineering (General). Civil engineering (General) Slope failure or landslide always related to the slope works at the hilly area. One of the factors that contribute to this problem when slope surface is exposes to the rainfall or surface run-off that eroded particle from slope surface. Suitable protected layer and types of vegetation is important in this final year project. This final year project was carried out to determine the actual value of sedimentation when using protected layer compared to unprotected layer or bare control slope, also carried out the soil classification at the case study. Geogrid were selected to be used in this study and two types of grass were selected as earth cover is Signal grass and Japanese millet. From the shear strength test of soil at Bukit Gambang, the average of shear strength is 183.17 kPa with angle of friction 37.1°. From the soil classification test, this soil is sand soil with absence of fine gravel and little silt and clay. To ensure the successfully of this study, four (4) slope model were develop to determine the sedimentation value of the slope surface. Actual values of sedimentation were determined by using total suspended solid method. This study conclude that slope surface that contain Japanese millet not effective either control or protected slope model. Slope surface that protected with Geogrid shows effectiveness where can reduce sedimentation up to 6.98x lO g/mL per m 2 . Side analysis form this study shows that Signal grass have effectiveness to protect slope surface by reducing 2.72x10 3 g/mL per m 2 sedimentation. The usage of Geogrid with Signal grass totally shows the effectiveness to solve slope surface erosion problem that can reduce sedimentation up to 3.86x1(1 3 g/mL per m2. 2010-12 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2569/1/MUHAMAD_IQMAL_BIN_MUHAMAD_SHAH.PDF Muhamad Iqmal, Muhamad Shah (2010) The effectiveness of geosynthetic to prevent slope erosion. Faculty of Civil Engineering & Earth Resources , Universiti Malaysia Pahang . http://iportal.ump.edu.my/lib/item?id=chamo:52194&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Muhamad Iqmal, Muhamad Shah The effectiveness of geosynthetic to prevent slope erosion
description	Slope failure or landslide always related to the slope works at the hilly area. One of the factors that contribute to this problem when slope surface is exposes to the rainfall or surface run-off that eroded particle from slope surface. Suitable protected layer and types of vegetation is important in this final year project. This final year project was carried out to determine the actual value of sedimentation when using protected layer compared to unprotected layer or bare control slope, also carried out the soil classification at the case study. Geogrid were selected to be used in this study and two types of grass were selected as earth cover is Signal grass and Japanese millet. From the shear strength test of soil at Bukit Gambang, the average of shear strength is 183.17 kPa with angle of friction 37.1°. From the soil classification test, this soil is sand soil with absence of fine gravel and little silt and clay. To ensure the successfully of this study, four (4) slope model were develop to determine the sedimentation value of the slope surface. Actual values of sedimentation were determined by using total suspended solid method. This study conclude that slope surface that contain Japanese millet not effective either control or protected slope model. Slope surface that protected with Geogrid shows effectiveness where can reduce sedimentation up to 6.98x lO g/mL per m 2 . Side analysis form this study shows that Signal grass have effectiveness to protect slope surface by reducing 2.72x10 3 g/mL per m 2 sedimentation. The usage of Geogrid with Signal grass totally shows the effectiveness to solve slope surface erosion problem that can reduce sedimentation up to 3.86x1(1 3 g/mL per m2.
format	Undergraduates Project Papers
author	Muhamad Iqmal, Muhamad Shah
author_facet	Muhamad Iqmal, Muhamad Shah
author_sort	Muhamad Iqmal, Muhamad Shah
title	The effectiveness of geosynthetic to prevent slope erosion
title_short	The effectiveness of geosynthetic to prevent slope erosion
title_full	The effectiveness of geosynthetic to prevent slope erosion
title_fullStr	The effectiveness of geosynthetic to prevent slope erosion
title_full_unstemmed	The effectiveness of geosynthetic to prevent slope erosion
title_sort	effectiveness of geosynthetic to prevent slope erosion
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2569/ http://umpir.ump.edu.my/id/eprint/2569/ http://umpir.ump.edu.my/id/eprint/2569/1/MUHAMAD_IQMAL_BIN_MUHAMAD_SHAH.PDF
first_indexed	2023-09-18T21:56:29Z
last_indexed	2023-09-18T21:56:29Z
_version_	1777414113764311040

The effectiveness of geosynthetic to prevent slope erosion

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