Application of the LLT pressuremeter test to soil engineering problems in Bangkok clay (Record no. 6893)

MARC details
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fixed length control field 03803nam a2200433 a 4500
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control field 20260817162956.0
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System control number .b10089329
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title EN
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT- 80-11
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Surya, Ibrahim
245 #0 - TITLE STATEMENT
Title Application of the LLT pressuremeter test to soil engineering problems in Bangkok clay
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1981
300 ## - PHYSICAL DESCRIPTION
Extent ix, 102 p
440 #0 - SERIES STATEMENT/ADDED ENTRY--TITLE
Title Asian Institute of Technology. Thesis ;
Volume/sequential designation no. GT-80-11
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-80-11
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, 1981
520 ## - SUMMARY, ETC.
Summary, etc. The application of a monocell- type pressure meter known as "Lateral Load Tester" (LLT), to foundation engineering problems in the Bangkok area was investigated . In the first part of the study , the influence of the technique for preparing the borehole on certain soil parameters was examined . It was found that the wash boring method using a specially designed drill bit produced the highest values of deformation modulus . On the other hand, the so-called thin-walled tube method in which the hole is created by pushing a thin-walled tube, achieved superior results for evaluating the horizontal earth pressure at rest. In any case, it was demonstrated that the method used for preparing the borehole greatly affects the shape and position of the pressure meter curve from which the soil parameters are derived . In the second part, laboratory test results (from unconfined compression and UU tests) and field test results (from the vane and Dutch cone) were compared and correlated with pressure meter test data. It was found that the shear strength derived from the pressure meter curve was considerably larger than that obtained from laboratory strength tests or vane shear tests. Good correlations were found between net limit pressure and vane shear strength and also between limit pressure and cone resistance. Finally, in a third part, various calculation methods for predicting deformations and ultimate load of piles and the settlement of embankments were applied using the soil parameters determined by the LLT procedure. While the methods developed by Menard for predicting the ultimate capacity of vertically loaded piles and the settlement of embankments resulted in considerable differences with the observed values, better predictions for pile settlements were obtained from Cassan's method. For estimating the deflection of a laterally loaded pile, Yoshida & Yoshinaka 1 s method resulted in good agreement with the measured value,
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil consolidation test
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ohta, Hideki,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Prinya Nutalaya,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Australia,
Relator term Scholarship Donor
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B21644">http://203.159.5.9/ait-thesis/detail.php?q=B21644</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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940 ## - EQUIVALENCE OR CROSS-REFERENCE--UNIFORM TITLE [OBSOLETE] [CAN/MARC only]
Uniform title <a href="AIT Thesis no. GT- 80-11">AIT Thesis no. GT- 80-11</a>
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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CREATED CREATED : 2016-05-17
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GT- 80-11 30050120738330 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.GT- 80-11 30050160070651 17/08/2026 1 17/08/2026 40-Archives
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