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contributor authorBikasha Chandra Panda
contributor authorAshok Kumar Ghosh
date accessioned2017-05-08T21:17:17Z
date available2017-05-08T21:17:17Z
date copyrightJune 2001
date issued2001
identifier other%28asce%290899-1561%282001%2913%3A3%28235%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45699
description abstractJointing 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. The 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 shearing resistance and dilatancy of three sands, three grades each, were obtained from the direct-shear test. The results thus obtained indicate that coarse and angular sand is preferable.
publisherAmerican Society of Civil Engineers
titleSource of Jointing Sand for Concrete Block Pavement
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2001)13:3(235)
treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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