Settlement characteristics of test embankments on soft clay foundation with and without sand drains (Record no. 106149)

MARC details
000 -LEADER
fixed length control field 03326nas|a2200433 ; 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818213821.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 951012s1980 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10597657
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-79-15
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Mukul, Muhd Mukhlesur Rahman
245 10 - TITLE STATEMENT
Title Settlement characteristics of test embankments on soft clay foundation with and without sand drains
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1980
300 ## - PHYSICAL DESCRIPTION
Extent 133 p.
490 1# - SERIES STATEMENT
Series statement Asian Institute of Technology. Thesis ;
Volume/sequential designation no. GT-79-15
500 ## - GENERAL NOTE
General note A thesis submitted in partial: fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1980
520 ## - SUMMARY, ETC.
Summary, etc. Two full scale test embankments were constructed, one on the vertical sand drains and the other on the untreated ground. Foundation soil beneath both the embankments are composed of a thick deposit of recent marine deltaic clay of low strength and high compressibility (Bangkok clay within AIT campus) overlaying beds of sand and gravel Prior to the construction both the test sites were heavily instrumented to monitor the settlement, pore pressure and lateral ground movement due to the embankment construction. The settlement of the embankment on the sand drain area was analyzed by the oedometer test results using Terzaghils method of one dimensional settlement analysis and Barron's method of vertical consolidation due to radial drainage, Also the settlement of the embankment on the untreated ground was analyzed using Terzaghi's method of one dimensional analysis and Davis and Poulos1s method of three dimensional settlement analysis. The results of analysis show that the predicted time- settlement relationship in case of both the test embankments were slower than the observed time settlement. From the log time - settlement relationship and pore pressure readings with time show that the subsoil under both the embankments has undergone a substantial amount of consolidation settlement during the test period of 186 days.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sand drains
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Akagi, T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Netherland,
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. GT-79-15
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22025">http://203.159.5.9/ait-thesis/detail.php?q=B22025</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
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CREATED CREATED : 2014-03-25
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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.GT-79-15 30050120738017 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.GT-79-15 30050120738033 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GT-79-15 30050160071030 18/08/2026 1 18/08/2026 40-Archives
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