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201535ensp; ensp;rajiv s. mishra is a professor in the department of materials science and engineering, and site director, nsf iucrc for friction stir processing, at the university of north texas. dr. mishras publication record includes 255 papers with an hindex of 39. out of these, 10 of his papers have more than 100 citations.
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After which, compress the soil and stone using the rolling compactor. you must repeat the same backfill procedure until the entire area is completely filled. filling should be done in layers, each layer being of 15cm to 20cm. each layer is watered and compacted with heavy rammers of wooden logs or steel. under no circumstances black cotton soil.
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It depends upon the climate and atmospheric conditions, nature of the structure, and the situation where dpc is to be provided. fig 1: cross section of damp proof course. the points to be kept in view while making selection of dpc materials are briefly discussed below: 1. dpc above ground level. for dpc above ground level with wall thickness.
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The slump test is the most simple workability test for concrete, involves low cost and provides immediate results. due to this fact, it has been widely used for workability tests since 1922. the slump is carried out as per procedures mentioned in astm c143 in the united states, is: 1199 – 1959 in india and en 123502 in europe .
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