Deep compaction for ground improvement and for reduction of liquefaction potential in Sumatra, Indonesia (Record no. 26172)

MARC details
000 -LEADER
fixed length control field 04127cam|a2200397 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085913.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 301198s1989 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b1018496x
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-88-11
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Liong, Gouw Tjie
245 10 - TITLE STATEMENT
Title Deep compaction for ground improvement and for reduction of liquefaction potential in Sumatra, Indonesia
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 189 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-88-11
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, 1989
520 ## - SUMMARY, ETC.
Summary, etc. In this thesis the principle, working procedure and application of deep compaction techniques, namely: dynamic compaction, compaction piling and vibroflotation, for ground improvement and for reducing liquefaction potential in Sumatra, Indonesia, are reviewed. Five case studies, namely: three on dynamic compaction , one on vibroflotation, a nd one on compaction piling are presented. Comparison of t h e above techniques are also done when two different techniques are implemented in the same site. The above deep compaction methods are very good for reducing the liquefaction potential as well as t h e related effects of reducing the compressibility a nd increasing the s h ear strength properties of the subsoil. However, the effectiveness of each method depends on the subsoil properties. For sand with fines content less than 15%, vibroflotati on and dynamic compaction effectively improved the sub soils and reduced t h e liquefaction potential. vibro flotation yielded more uniform compaction. For sand with fines in the order of 10 to 40 % wit h coral fragments (coralline soil), dynamic compaction with 295 tm/m2 energy can only form about 5 m thick non -liquefiable surface layer. Deeper, more uniformly compacted non-liquefiable subsoil is best obtained by compaction piling. The depth of influence of dynamic compaction is also affected by the energy per drop , the cumulative compaction energy , and the base area of the tamper as well. The enforced settlement induced by dynamic compaction was found to be a linear f unction of cumulative compaction energy , at least up to energy levels of 20 0 tm/m2 for sand with less than 15 % fines and 420 t m/m2 for coralline soil . Statistical analysis show that the degree of improvement achieved by each compaction method s can be approached by exponential functions of the pre-compaction sand density. Beside the soil properties, the comp action procedure a l so affect the degree of compaction. In compaction piling , the two phase working method yields more uniform and better compaction than one phase method . Even though several formula can be used to design deep compaction work, test trials are important to determine the best compaction pattern , passes, spacing of print and cumulative compaction energy .
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
General subdivision Indonesia
-- Sumatra
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 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Surachat Sambhandharaksa,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The government of Netherlands,
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-88-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18039">http://203.159.5.9/ait-thesis/detail.php?q=B18039</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b1018496x
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240411
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120712632
CREATED CREATED : 2014-03-25
RECORD Id RECORD # : i12778850
LPATRON LPATRON : 1029998
LCHKIN LCHKIN : 2019-08-28
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160051354
CREATED CREATED : 2016-05-24
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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 50.00   AIT Thesis no.GT-88-11 30050120712632 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GT-88-11 30050160051354 18/08/2026 1 18/08/2026 40-Archives
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