MARC details
000 -LEADER |
fixed length control field |
02235nam a22002657a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
NU |
005 - DATE AND TIME OF LATEST TRANSACTION |
control field |
20240312164633.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
240312b ph ||||| |||| 00| 0 eng d |
020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
International Standard Book Number |
978-620-3028-768 |
040 ## - CATALOGING SOURCE |
Original cataloging agency |
NUFAIRVIEW |
Transcribing agency |
NUFAIRVIEW |
050 ## - LIBRARY OF CONGRESS CALL NUMBER |
Classification number |
TA 401 J35 2020 |
100 ## - MAIN ENTRY--PERSONAL NAME |
Personal name |
Jain, Anshul |
Relator term |
author |
245 ## - TITLE STATEMENT |
Title |
Advanced construction materials testing : |
Remainder of title |
lab manual as per I.S. Codes / |
Statement of responsibility, etc. |
Anshul Jain and Bablu Mansuri |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Mauritius : |
Name of publisher, distributor, etc. |
LAP LAMBERT Academic Publishing ; |
Date of publication, distribution, etc. |
c2020. |
300 ## - PHYSICAL DESCRIPTION |
Extent |
49 pages : |
Other physical details |
illustrations ; |
Dimensions |
22 cm. |
504 ## - BIBLIOGRAPHY, ETC. NOTE |
Bibliography, etc. note |
Includes references. |
505 ## - FORMATTED CONTENTS NOTE |
Formatted contents note |
1. To determine the normal consistency of a given sample cement -- 2. To determine fineness modulus of fine aggregate and classifications based in ID: 383-1970 -- 3. To determine the initial and final setting time of a given sample of cement -- 4. To determine specific gravity of a given sample of a course aggregate. -- 5. To determine specific gravity of a given sample of coarse aggregate -- 6. To determine specific gravity of a given sample of fine aggregate -- 7. To determine the relative consistency of freshly mixed concrete by the use of slump test -- 8. To determine the concrete mix proportion by Indian standard recommended method IS 10262-2009 -- 9. Determination of compressive strength of cubic concrete specimens. It consists of applying a compressive axial load to molded cubes at a rate which is within a prescribed range until failure occurs -- 10. To determine the soundness of a given sample of cement by Le-Chantelier method -- 11. Determining the aggregate impact value of coarse aggregate. Which passes 12.5 mm. IS sieve and retained on 10 mm. IS sieve -- 12. The determination of consistency of concrete using a Vee-Bee Consistometer, which determines the time required for transforming, by vibration, a concrete specimen in the shape of a conical frustum into a cylinder -- 13. To determination of flakiness index and elongation index of coarse aggregates |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
COMPRESSIVE STRENGTH. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
FINE AGGREGATES |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
COARSE AGGREGATES. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
WORKABILITY |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
Topical term or geographic name entry element |
MATERIALS OF ENGINEERING AND CONSTRUCTIONS. |
700 ## - ADDED ENTRY--PERSONAL NAME |
Personal name |
Mansuri, Bablu |
Relator term |
co-author |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
|
Koha item type |
Books |
Suppress in OPAC |
No |