Pre-consolidation with vertical drains influence of the permeability of the drain laboratory test and finite difference analysis (Record no. 90725)

MARC details
000 -LEADER
fixed length control field 03506cas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818173752.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 070699s1982 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10517704
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-81-06
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Handali, Samuel
245 10 - TITLE STATEMENT
Title Pre-consolidation with vertical drains influence of the permeability of the drain laboratory test and finite difference analysis
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1982
300 ## - PHYSICAL DESCRIPTION
Extent 134 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-81-06
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, 1982
520 ## - SUMMARY, ETC.
Summary, etc. A study on the effect of drain resistance on the rate of consolidation of soils with vertical drains was conducted experimentally as well as analytically. the experiments which were named the Vertical Drain Model Tests, were carried out in a Rowe Oedometer Apparatus, having an inner diameter of 6". The tests were carried out on undisturbed samples, having thickness of 2". In order to force the excess pore water pressure to dissipate radially, vertical drain, having a diameter of 0.5" was installed at the center of each sample. The drain materials used were composed of mixtures of sand - dry clay powder with different proportions by weight, to obtain drain materials with different permeabilities. Permeability tests for each drain material were conducted in a Triaxial apparatus. With this method, it was possible to measure the coefficient of permeability of each drain material at different axial effective stresses. The results of the Vertical Drain Model Tests were compared with the analytical solutions available, based on the free strain theory and the equal strain theory. Finite difference method was used to solve the analysis based on free strain theory. A computer program has been prepared for this purpose. For the equal strain theory, the formula developed by HANSBO (1979) was used. In both analysis, the effect of drain resistance and variations of consolidation parameters during consolidation process were included. A good agreement between the experimental results and the results of the analysis has been obtained.
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 Tomiolo, A.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ohta, Hideki,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Prinzl, Frediric,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Carl Duisberg Gesellachaft,
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-81-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B21219">http://203.159.5.9/ait-thesis/detail.php?q=B21219</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10517704
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240905
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 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 : 30050003010286
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10649529
LPATRON LPATRON : 1020923
LCHKIN LCHKIN : 2009-02-10
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 1
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120657092
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10649530
LPATRON LPATRON : 1022512
LCHKIN LCHKIN : 2010-09-20
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 4
-- TOT RENEW : 8
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160070347
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12979661
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
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-81-06 30050003010286 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-81-06 30050120657092 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-81-06 30050160070347 18/08/2026 1 18/08/2026 40-Archives
คัดลอกแล้ว!