Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan

Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan

The objective of this study is to analyze groundwater level on slope that effect the slope stability. In this research, the instrumentation monitoring equipment were applied to investigate the groundwater due to the rainfalls that effected to slope stability. Groundwater level were related to rainfa...

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Main Authors: Koay, B. K., Mohd Fakhrurrazi, Ishak, M. S. I., Zaini, M. F., Zolkepli
Format: Article
Language:English
Published: Penerbit Universiti Malaysia Pahang 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/1/Investigation%20and%20Monitoring%20of%20Groundwater%20Level%20Building%20Crack%20Near%20to%20IIUM%20Kuantan.pdf
id ump-24148
recordtype eprints
spelling ump-241482019-05-21T04:50:53Z http://umpir.ump.edu.my/id/eprint/24148/ Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan Koay, B. K. Mohd Fakhrurrazi, Ishak M. S. I., Zaini M. F., Zolkepli TA Engineering (General). Civil engineering (General) The objective of this study is to analyze groundwater level on slope that effect the slope stability. In this research, the instrumentation monitoring equipment were applied to investigate the groundwater due to the rainfalls that effected to slope stability. Groundwater level were related to rainfall intensity and pore water pressure as the simulation of behavior of the groundwater pattern through slope model were produced. The result indicates that the pore water pressure and groundwater level are facilitated to be fluctuated by heavy rainfall. Moreover, the different part of slopes need to be compared and it was found that the bottom part of the slope has high concentration of groundwater and pore water pressure due to the rainfall cumulative effects. The result also indicates that the bottom slope is worse when it is subjected to a high groundwater level. Thus, the rising of groundwater level due to rainfall was the main reason for the slope resulted in unstable condition. Penerbit Universiti Malaysia Pahang 2018-12-27 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/24148/1/Investigation%20and%20Monitoring%20of%20Groundwater%20Level%20Building%20Crack%20Near%20to%20IIUM%20Kuantan.pdf Koay, B. K. and Mohd Fakhrurrazi, Ishak and M. S. I., Zaini and M. F., Zolkepli (2018) Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan. International Journal of Engineering Technology And Sciences (IJETS), 5 (3). pp. 51-56. ISSN 2289-697X http://journal.ump.edu.my/ijets/article/view/1129 http://dx.doi.org/10.15282/ijets.5.3.2018.1.1004
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)
Koay, B. K.
Mohd Fakhrurrazi, Ishak
M. S. I., Zaini
M. F., Zolkepli
Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
description The objective of this study is to analyze groundwater level on slope that effect the slope stability. In this research, the instrumentation monitoring equipment were applied to investigate the groundwater due to the rainfalls that effected to slope stability. Groundwater level were related to rainfall intensity and pore water pressure as the simulation of behavior of the groundwater pattern through slope model were produced. The result indicates that the pore water pressure and groundwater level are facilitated to be fluctuated by heavy rainfall. Moreover, the different part of slopes need to be compared and it was found that the bottom part of the slope has high concentration of groundwater and pore water pressure due to the rainfall cumulative effects. The result also indicates that the bottom slope is worse when it is subjected to a high groundwater level. Thus, the rising of groundwater level due to rainfall was the main reason for the slope resulted in unstable condition.
format Article
author Koay, B. K.
Mohd Fakhrurrazi, Ishak
M. S. I., Zaini
M. F., Zolkepli
author_facet Koay, B. K.
Mohd Fakhrurrazi, Ishak
M. S. I., Zaini
M. F., Zolkepli
author_sort Koay, B. K.
title Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
title_short Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
title_full Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
title_fullStr Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
title_full_unstemmed Investigation and monitoring of groundwater level: building crack near to IIUM Kuantan
title_sort investigation and monitoring of groundwater level: building crack near to iium kuantan
publisher Penerbit Universiti Malaysia Pahang
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/
http://umpir.ump.edu.my/id/eprint/24148/1/Investigation%20and%20Monitoring%20of%20Groundwater%20Level%20Building%20Crack%20Near%20to%20IIUM%20Kuantan.pdf
first_indexed 2023-09-18T22:36:24Z
last_indexed 2023-09-18T22:36:24Z
_version_ 1777416625014702080

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