Influence of aggregate size on tensile creep of concrete (Record no. 60133)

MARC details
000 -LEADER
fixed length control field 03168cas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818143145.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090421s1977 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10359060
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 1041
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Nemalekar, Sadashiv Prabhakar
245 10 - TITLE STATEMENT
Title Influence of aggregate size on tensile creep of concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1977
300 ## - PHYSICAL DESCRIPTION
Extent 33 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 1041
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1977
520 ## - SUMMARY, ETC.
Summary, etc. The influence of three different sizes of aggregates and cement on tensile creep of concrete was investigated. The first series consisting of concretes with 3/8 in. aggregate and 3/16 in. aggregate were loaded at 15% of the ultimate splitting strength at 28 days of the respective concretes. The results were not satisfactory since the load level proved to be too low, hence the second and third series (consisting of sand, cement and 3/8, 3/16 in. aggregate) were loaded at 30% of the ultimate splitting strength of the concrete. The aggregate chosen was limestone which is one of the strongest aggregates used in Thailand. Three series of tests were conducted. In series I and III tensile creep strains and swelling/shrinkage strains were measured up to 90 days at 95 ± 5% R.H. and at 72 ± 3°F. Another series of tests were conducted at 78 ± 5% R.H. and 72 ± 6°F in an airconditioned room and series II was kept in the same manner under two different humidifies environments for 56 days under creep and 90 days for swelling/shrinkage tests. Tensile specific creep (creep per unit stress) was shown to decrease with an increase in aggregate size. Cement paste showed the highest specific creep. Aggregate size influenced shrinkage strains in the same manner as creep strains. The results indicated that tensile creep is affected by aggregate size.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Creep of concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Aggregates (Building materials)
General subdivision Weights and measures
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Cook, David J.,
Relator term Chaqirperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pama, Ricardo P.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Scott, David,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tanabe, Tadaaki,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Royal Netherland Government,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. 1041
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22824">http://203.159.5.9/ait-thesis/detail.php?q=B22824</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10359060
b mnait
c x
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250929
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- x
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120586572
CREATED CREATED : 2013-11-06
RECORD Id RECORD # : i12732564
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160088976
CREATED CREATED : 2016-04-29
RECORD Id RECORD # : i12964165
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no. 1041 30050120586572 18/08/2026 2 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no. 1041 30050160088976 18/08/2026   18/08/2026 40-Archives
คัดลอกแล้ว!