Laboratory model tests on displacement type sand drains (Record no. 67680)

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000 -LEADER
fixed length control field 03643nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818145034.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 121095s1979 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10392075
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-78-06
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Atmadipradja, Tatang Sutardjo
245 10 - TITLE STATEMENT
Title Laboratory model tests on displacement type 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. 1979
300 ## - PHYSICAL DESCRIPTION
Extent xi, 191 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-78-06
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1979
520 ## - SUMMARY, ETC.
Summary, etc. In order to study the characteristics of the foundation soil disturbed by the installation of displacement type sand drains a series of sand drain model tests were performed in the laboratory by means of the Modified Rowe Consolidation cell apparatus Undisturbed samples were taken from depths 2.50 m to 8.0 m from the ground surface with a sample spacing of 0.75 m. Model tests with four drain columns, 1.0 cm. in diameter were performed using cylindrical specimens of 6.0 in.in diameter and 1.5 in. thick. Also four drain columns, 1.5 cm. in diameter were installed in other specimens. These drain columns were installed by means of a driven mini-mandrel and the hole was filled with saturated sand. The standard consolidation tests were performed on the undisturbed samples. The direct shear tests were also performed on consolidated specimens with sand drain columns. It was found that the time required for the 100% primary consolidation of the specimen with sand drain columns evaluated from the compression-time relationships was longer than the time for the 100% primary consolidation of the specimen without sand drain columns. The increase in diameter of sand columns from 1.0 cm. to 1.5 cm. increases the undrained shear strength of the speciment. The increase in diameter of sand columns from 1.0 cm to 1.5 cm decreases the radial coefficient of consolidation. The total settlement of the specimen with sand drain columns is higher than the total settlement of the specimen without sand drain columns. The influence of sand drains installed by driving a closed and mandrel on the rate of consolidation, the undrained shear strength, the radial coefficient of consolidation of the soft foundation soil should be considered in the design method.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sand drains
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Akagi, T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Holmberg, Soren,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element United Nations Development Programme (UNDP),
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-78-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22252">http://203.159.5.9/ait-thesis/detail.php?q=B22252</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10392075
b mnait
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250613
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)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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
Barcode Barcode : 30050003048138
CREATED CREATED : 1995-10-14
RECORD Id RECORD # : i1049005x
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Barcode Barcode : 30050003048146
CREATED CREATED : 1995-10-14
RECORD Id RECORD # : i10490061
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160071485
CREATED CREATED : 2016-05-16
RECORD Id RECORD # : i12977962
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GT-78-06 30050003048138 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GT-78-06 30050003048146 18/08/2026 2 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-78-06 30050160071485 18/08/2026 1 18/08/2026 40-Archives
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