Cavity expansion analysis on cone penetration resistance of sand compaction piles (Record no. 15751)

MARC details
000 -LEADER
fixed length control field 04040nas|a2200445 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817172339.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 021122s2002 th u m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11870746
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-01-09
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Nawagamuwa, Udeni P.
245 10 - TITLE STATEMENT
Title Cavity expansion analysis on cone penetration resistance of sand compaction piles
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2002
300 ## - PHYSICAL DESCRIPTION
Extent 95 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-01-09
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment 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, 2002
520 ## - SUMMARY, ETC.
Summary, etc. Strength parameters of a sand compaction pile are normally checked by standard penetration test (SPT). Empirical equations, which are derived from numerous data obtained from uniform sand, are adopted for evaluating internal friction angle (z') value of the sand pile. However, constraint conditions of a sand pile in the clay improved with sand column piles (SCPs) are considered to be very different from that in the uniform sand. Due to simplicity, speed, continuous profiling and amenability to theoretical modeling, cone penetration tests (CPT) can be used to evaluate z' for SCP. In this research study laboratory tests were done with a miniature cone, which consisted of two gauges to measure tip resistance and probe resistance, inserted into a sample of saturated sand in a triaxial set-up. Before inserting the cone the sample was consolidated under different confining pressures such as 50, 100, 200 and 400 kPa and then the cone was penetrated at a constant rate to find out the ultimate cavity expansion pressure and the volume change of the sample. These tests were done with two different relative densities of 60% and 72% Toyoura sand. A theory, based on cavity expansion, was developed for computing the cone penetration resistance of sand. The sand was modeled as an elastic-plastic material with a plastic zone and an elastic zone in the SCP and considering the spring action given by the surrounding clay to transfer the confining stresses to the SCP. This theory was used for analysis of calibration chamber tests, as it takes full account of SCP size and boundary conditions. In addition, a parametric study was done to observe the behavior of SCP for different input parameters. The agreement between Vesic theory and the theory developed using cavity expansion for infinite soil mass was 100%. Some differences were observed in the laboratory test results with respect to the cavity expansion theoretical results. A good linear relationship was observed between the ultimate cavity pressure and the internal friction angle using the developed theory.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Cone
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sand
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay soils
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Analysis
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Takemura, Jiro,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Park, Kyung Ho,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The 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. GE-01-09
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B07871">http://203.159.5.9/ait-thesis/detail.php?q=B07871</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11870746
b mnait
c u
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a 240403
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 021122
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 : 30050120716070
CREATED CREATED : 2002-11-22
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Barcode Barcode : 30050120716047
CREATED CREATED : 2002-11-22
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Barcode Barcode : 30050160054333
CREATED CREATED : 2016-05-23
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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 17/08/2026 50.00   AIT Thesis no. GE-01-09 30050120716070 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no. GE-01-09 30050120716047 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no. GE-01-09 30050160054333 17/08/2026 1 17/08/2026 40-Archives
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