The effect of joint width between blocks in concrete block pavement

Jointing sand is the main component of concrete block pavement (CBP) that promotes load transfer between blocks. Often, when sands are available from various sources, it becomes a difficult task to judge the right source of sand. This paper presents the results of an experimental program, conducted...

Full description

Bibliographic Details
Main Authors: Mudiyono, Rachmat, Md. Nor, Hasanan, Ling, Tung Chai
Format: Conference or Workshop Item
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/7836/
http://eprints.utm.my/7836/1/LingTungChai2006_The_effect_of_joint_width_between_blocks.pdf
_version_ 1848891556765892608
author Mudiyono, Rachmat
Md. Nor, Hasanan
Ling, Tung Chai
author_facet Mudiyono, Rachmat
Md. Nor, Hasanan
Ling, Tung Chai
author_sort Mudiyono, Rachmat
building UTeM Institutional Repository
collection Online Access
description Jointing sand is the main component of concrete block pavement (CBP) that promotes load transfer between blocks. Often, when sands are available from various sources, it becomes a difficult task to judge the right source of sand. This paper presents the results of an experimental program, conducted to demonstrate a quick and simple technique, for selecting the right source of jointing sand for CBP. The optimum joint width between blocks is 3 mm. For joint widths less than the optimum, the jointing sand was unable to enter between blocks. A large amount of sand remained outside the joint sand heaps on the block surface
first_indexed 2025-11-15T20:59:51Z
format Conference or Workshop Item
id utm-7836
institution Universiti Teknologi Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T20:59:51Z
publishDate 2006
recordtype eprints
repository_type Digital Repository
spelling utm-78362010-06-02T01:48:41Z http://eprints.utm.my/7836/ The effect of joint width between blocks in concrete block pavement Mudiyono, Rachmat Md. Nor, Hasanan Ling, Tung Chai TH Building construction TA Engineering (General). Civil engineering (General) Jointing sand is the main component of concrete block pavement (CBP) that promotes load transfer between blocks. Often, when sands are available from various sources, it becomes a difficult task to judge the right source of sand. This paper presents the results of an experimental program, conducted to demonstrate a quick and simple technique, for selecting the right source of jointing sand for CBP. The optimum joint width between blocks is 3 mm. For joint widths less than the optimum, the jointing sand was unable to enter between blocks. A large amount of sand remained outside the joint sand heaps on the block surface 2006 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/7836/1/LingTungChai2006_The_effect_of_joint_width_between_blocks.pdf Mudiyono, Rachmat and Md. Nor, Hasanan and Ling, Tung Chai (2006) The effect of joint width between blocks in concrete block pavement. In: Regional Postgraduate Conference on Engineering and Science (RPCES 2006), 26th - 27th July 2006, Universiti Teknologi Malaysia, Skudai, Malaysia.
spellingShingle TH Building construction
TA Engineering (General). Civil engineering (General)
Mudiyono, Rachmat
Md. Nor, Hasanan
Ling, Tung Chai
The effect of joint width between blocks in concrete block pavement
title The effect of joint width between blocks in concrete block pavement
title_full The effect of joint width between blocks in concrete block pavement
title_fullStr The effect of joint width between blocks in concrete block pavement
title_full_unstemmed The effect of joint width between blocks in concrete block pavement
title_short The effect of joint width between blocks in concrete block pavement
title_sort effect of joint width between blocks in concrete block pavement
topic TH Building construction
TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/7836/
http://eprints.utm.my/7836/1/LingTungChai2006_The_effect_of_joint_width_between_blocks.pdf