Sustainable slow maintained pile load test

Slow maintained load test is widely used by contractors in Malaysia to ensure the driven pile could accommodate the design load of the structure. Slow maintained load test is a test to determine load-settlement curve and pile capacity for a period of time using conventional load test. Conventional s...

全面介紹

Saved in:

書目詳細資料
主要作者:	Abd Aziz, Ameer Nazrin
格式:	Thesis
語言:	English English English
出版:	2018
主題:	TA Engineering (General) Civil engineering (General)
在線閱讀:	http://eprints.uthm.edu.my/7519/1/24p%20AMEER%20NAZRIN%20ABD%20AZIZ.pdf http://eprints.uthm.edu.my/7519/2/AMEER%20NAZRIN%20ABD%20AZIZ%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/7519/3/AMEER%20NAZRIN%20ABD%20AZIZ%20WATERMARK.pdf
標簽:	添加標簽沒有標簽, 成為第一個標記此記錄!

id	my-uthm-ep.7519
record_format	uketd_dc
spelling	my-uthm-ep.75192022-08-15T03:08:13Z Sustainable slow maintained pile load test 2018-06 Abd Aziz, Ameer Nazrin TA Engineering (General). Civil engineering (General) TA715-787 Earthwork. Foundations Slow maintained load test is widely used by contractors in Malaysia to ensure the driven pile could accommodate the design load of the structure. Slow maintained load test is a test to determine load-settlement curve and pile capacity for a period of time using conventional load test. Conventional static pile load test equipment is large in size thus making it heavier and takes a long time to install. In addition, it consumes a lot of space which causes congestion at construction sites. Therefore, the objective of this thesis is to conduct a conventional load test by replacing the pile kentledge load with anchorage and reaction pile. Preparations of ten designs comprising six commercial designs were reviewed. In addition, four proposed designs were suggested for the setup. Final design was produced based on its safety factors and criteria referred via literature review. The test frame consists of reaction frame with four reaction helical pile with two helixes per reaction pile. The deformation shapes, safety factor, stress, and strain of the design and finite element of the model has been analysed with the use of SolidWorks and Pia.xis 30 software. SolidWorks software emphasizes on the model load-deflection relationship while Plaxis 30 ensures a correlation of reaction between pile uplift force and soil. Then, the model was tested on site to determine the relationship between physical loaddeflection and pile-soil uplift force. The results of uplift force and displacement for numerical and physical test were nearly identical which increment of loaddisplacement graph pattern. The higher the uplift force, the higher the displacement obtained. In conclusion, the result obtained and the design may be considered as a guideline for future application of sustainable slow maintained pile load test. 2018-06 Thesis http://eprints.uthm.edu.my/7519/ http://eprints.uthm.edu.my/7519/1/24p%20AMEER%20NAZRIN%20ABD%20AZIZ.pdf text en public http://eprints.uthm.edu.my/7519/2/AMEER%20NAZRIN%20ABD%20AZIZ%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/7519/3/AMEER%20NAZRIN%20ABD%20AZIZ%20WATERMARK.pdf text en validuser mphil masters Universiti Tun Hussein Onn Malaysia Fakulti Kejuruteraan Awam dan Alam Sekitar
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General) Abd Aziz, Ameer Nazrin Sustainable slow maintained pile load test
description	Slow maintained load test is widely used by contractors in Malaysia to ensure the driven pile could accommodate the design load of the structure. Slow maintained load test is a test to determine load-settlement curve and pile capacity for a period of time using conventional load test. Conventional static pile load test equipment is large in size thus making it heavier and takes a long time to install. In addition, it consumes a lot of space which causes congestion at construction sites. Therefore, the objective of this thesis is to conduct a conventional load test by replacing the pile kentledge load with anchorage and reaction pile. Preparations of ten designs comprising six commercial designs were reviewed. In addition, four proposed designs were suggested for the setup. Final design was produced based on its safety factors and criteria referred via literature review. The test frame consists of reaction frame with four reaction helical pile with two helixes per reaction pile. The deformation shapes, safety factor, stress, and strain of the design and finite element of the model has been analysed with the use of SolidWorks and Pia.xis 30 software. SolidWorks software emphasizes on the model load-deflection relationship while Plaxis 30 ensures a correlation of reaction between pile uplift force and soil. Then, the model was tested on site to determine the relationship between physical loaddeflection and pile-soil uplift force. The results of uplift force and displacement for numerical and physical test were nearly identical which increment of loaddisplacement graph pattern. The higher the uplift force, the higher the displacement obtained. In conclusion, the result obtained and the design may be considered as a guideline for future application of sustainable slow maintained pile load test.
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Abd Aziz, Ameer Nazrin
author_facet	Abd Aziz, Ameer Nazrin
author_sort	Abd Aziz, Ameer Nazrin
title	Sustainable slow maintained pile load test
title_short	Sustainable slow maintained pile load test
title_full	Sustainable slow maintained pile load test
title_fullStr	Sustainable slow maintained pile load test
title_full_unstemmed	Sustainable slow maintained pile load test
title_sort	sustainable slow maintained pile load test
granting_institution	Universiti Tun Hussein Onn Malaysia
granting_department	Fakulti Kejuruteraan Awam dan Alam Sekitar
publishDate	2018
url	http://eprints.uthm.edu.my/7519/1/24p%20AMEER%20NAZRIN%20ABD%20AZIZ.pdf http://eprints.uthm.edu.my/7519/2/AMEER%20NAZRIN%20ABD%20AZIZ%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/7519/3/AMEER%20NAZRIN%20ABD%20AZIZ%20WATERMARK.pdf
_version_	1747831162915520512

Sustainable slow maintained pile load test

相似書籍