dc.contributor.advisor |
Bashar, Prof. Dr. Md. Abul |
|
dc.contributor.author |
Rashid, A. B. M. Mamunur |
|
dc.date.accessioned |
2018-08-10T12:04:00Z |
|
dc.date.available |
2018-08-10T12:04:00Z |
|
dc.date.copyright |
2005 |
|
dc.date.issued |
2005-12 |
|
dc.identifier.other |
ID 0000000 |
|
dc.identifier.uri |
http://hdl.handle.net/20.500.12228/283 |
|
dc.description |
This thesis is submitted to the Department of Civil Engineering, Khulna University of Engineering & Technology in partial fulfillment of the requirements for the degree of Master of Engineering in Civil Engineering, December 2005. |
en_US |
dc.description |
Cataloged from PDF Version of Thesis. |
|
dc.description |
Includes bibliographical references (page 66). |
|
dc.description.abstract |
In Bangladesh Ottawa sand is used to find out in situ soil density using Sand Cone
Method. Ottawa sand is very expensive and it is always imported from abroad.
Usually it requires much time to import this item. Instead of Ottawa sand, Sand Cone
Method might use locally available sand as an alternative material for determining in
situ soil density. In Bangladesh, local sand is available in abundance and compared
with Ottawa sand it is also much cheaper in price.
In this research the quality and suitability of locally available sand in and around
Khulna district are assessed for determining in situ density using Sand Cone Method.
Five samples of sand named by Sylhet sand, Kushtia sand, Fultala sand, Bogjhuri sand
and Mongla sand were collected from nearby business centers. Original sand and
some graded sands of each sample were under investigation to ascertain their
suitability of use in lieu of Ottawa sand in determining in situ soil density. Four
gradations were considered and those were (i) passing # 16 and retained in # 30, (ii)
passing # 30 and retained in # 40, (iii) passing # 40 and retained in # 50 (iv) passing
#30 and retained in # 50 sieve. Each of the original samples has been characterized by
determining its index properties, Grain size distribution. Specific gravity and density
are determined for each sample of original and graded sands. These properties are
compared with those recommended by ASTM (1989) for selecting suitable sand in
Sand Cone Method.
From this study it was found that original sands of all selected places in Bangladesh
did not satisfy the ASTM (1989) criteria for Ottawa sand. In case of graded sands,
Sylhet sand satisfied all the required ASTM criteria for four gradations, while Kushtia
and Fultala sands satisfied fully for three gradations except the gradation passing # 16
and retained in # 30 sieve. Bogjhuri and Mongla sands did not satisfy all the required
criteria. So, the above graded sands that satisfy the criteria of Ottawa sand as
mentioned in investigation can be used in sand cone method in lieu of costly Ottawa
sand. |
en_US |
dc.description.statementofresponsibility |
A. B. M. Mamunur Rashid |
|
dc.format.extent |
66 pages |
|
dc.language.iso |
en_US |
en_US |
dc.publisher |
Khulna University of Engineering & Technology (KUET), Khulna, Bangladesh. |
en_US |
dc.rights |
Khulna University of Engineering & Technology (KUET) thesis/dissertation/internship reports are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. |
|
dc.subject |
Situ Soil |
en_US |
dc.subject |
Soil |
en_US |
dc.subject |
Sand Cone Method |
en_US |
dc.title |
Determination of In Situ Soil Density by Sand Cone Method Using Locally Available Sands |
en_US |
dc.type |
Thesis |
en_US |
dc.description.degree |
Master of Engineering in Civil Engineering |
|
dc.contributor.department |
Department of Civil Engineering |
|