Base instability associated with hydraulic uplift in deep excavations in view of Bangkok groundwater rebound (Record no. 10802)

MARC details
000 -LEADER
fixed length control field 03372nas a2200397 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171055.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181220s2015 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12209624
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-14-19
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Khachanat Phanomrattanarak
245 10 - TITLE STATEMENT
Title Base instability associated with hydraulic uplift in deep excavations in view of Bangkok groundwater rebound
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (125 leaves) :
Other physical details ill. (some col.) +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-14-19
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resources Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2015
520 ## - SUMMARY, ETC.
Summary, etc. Nowadays,Bangkok areas are being congested. There is only limited space in the center of the city. As a result, high-rise buildings are built everywhere and roads and railways are built under the ground which leads to the need of deep excavations. Stability of excavation base is the major considering point. According to the recovering of groundwater, base instability due to hydraulic uplift should be concerned. Thus in this study, the theory related to base instability due to hydraulic uplift is studiedand analyzed by parametric study. The safety factor against hydraulic uplift failure in this study is calculated from Closed Form Solution. The safety factor against shear failure in this study is calculated from Plaxis (2D). By doing the parametric study, we will have better understanding of the effect of each parameteron base stability of excavation. The parameters that will be varied in this study are Undrained shear strength (Cu), Elastic modulus (E), Saturated unit weight ({uF067}), Thickness (T), Groundwater level (U), Length of diaphragm wall (L) and percent of excavation. This study will focus on the result of safety factor against hydraulic uplift and shear failure, vertical displacement at the base, lateral wall movement and ground surface settlement.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Groundwater
Geographic subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Excavation
Geographic subdivision Thailand
-- Bangkok
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pham, Huy Giao,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suttisak Soralump,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Royal Thai government scholarship,
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-14-19
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03075">http://203.159.5.9/ait-thesis/detail.php?q=B03075</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12209624
b mnait
c m
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240410
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 181220
First date, FD (RLIN) m
-- a
-- m
-- 0
962 ## -
-- 000:001:PDF:b1220962:003877:0:0:0:0:0:0
-- Click to view Abstract
-- n
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120501365
CREATED CREATED : 2019-01-17
RECORD Id RECORD # : i13148576
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120501373
CREATED CREATED : 2019-01-17
RECORD Id RECORD # : i13148588
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 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-14-19 30050120501365 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-14-19 30050120501373 17/08/2026 2 17/08/2026 20-AIT Publication
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