Correlation of strength from model and laboratory tests of locally available silty sand and its applicability as sand compaction pile material (Record no. 23692)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085241.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231198s1993 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10173274
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-92-16
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Cahulogan, Roberto H.
245 10 - TITLE STATEMENT
Title Correlation of strength from model and laboratory tests of locally available silty sand and its applicability as sand compaction pile material
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1993
300 ## - PHYSICAL DESCRIPTION
Extent 119 leaves +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-92-16
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1993
520 ## - SUMMARY, ETC.
Summary, etc. Two types of sand compaction pile (SCP) model tests have been carried out to investigate the engineering properties of locally-available, low-quality sand materials in Thailand. The SCP model tests were performed using both drop hammer and hand-operated vibrator in one case and using vibrator only in another case. The sand samples used in the study were taken from three sources, namely Kampengsen, Ayutthaya, and Chonburi areas. These samples were compacted at ·three different relative densities: 60%, 70%, and 90%. Cone penetration test (CPT) and standard penetration test (SPT) were conducted in each set-up under overburden pressure of 10 tsm. The permeability and settlement of the samples were measured. Laboratory tests were also performed to examine the physical and engineering properties of the three sand samples and provide a comparison to the field model tests. The laboratory tests include grain size analysis, specific gravity, maximum and minimum dry density, constant head permeability test and direct shear test. Kampengsen sand has the highest values in coefficient of permeability and internal friction angle as compared to the other two materials. It has less fine content and large particle size. Ayutthaya sand is composed of fine grain particles and has 10% passing number 200 sieve. Chonburi sand has fine content of 19% passing number 200 sieve and exhibited a lesser internal friction angle. However, Chonburi sand has a higher permeability as ·compared to Ayutthaya sand. These locally-available and low-quality sands exhibit satisfactory engineering properties and behavior and therefore can be used as construction material for sand compaction piles (SCP).
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strength of materials
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Piling (Civil engineering)
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes 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 Honjo, Yusuke,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tian Ho Seah,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Japan,
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-92-16
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B16693">http://203.159.5.9/ait-thesis/detail.php?q=B16693</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10173274
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a 250528
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
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
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Barcode Barcode : 30050003018297
CREATED CREATED : 1995-10-13
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired 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   AIT Thesis no.GT-92-16 30050003018297 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-92-16 30050120712889 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-92-16 30050120308589 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.GT-92-16 30050120929400 18/08/2026 3 18/08/2026 20-AIT Publication
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