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Modelling of pushing resistance on cohesionless soil using different scale model tests (Record no. 77747)

MARC details
000 -LEADER
fixed length control field	03104nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20260818155557.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	th eng
035 ## - SYSTEM CONTROL NUMBER
System control number	.b11533791
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number	AIT Thesis no. GE-95-15
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name	Nguyen Van Hoan
245 10 - TITLE STATEMENT
Title	Modelling of pushing resistance on cohesionless soil using different scale model tests
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc.	Bangkok :
Name of publisher, distributor, etc.	Asian Institute of Technology,
Date of publication, distribution, etc.	1996
300 ## - PHYSICAL DESCRIPTION
Extent	98 leaves
490 1# - SERIES STATEMENT
Series statement	Thesis ;
Volume/sequential designation	no. GE-95-15
500 ## - GENERAL NOTE
General note	A thesis submitted in partial fulfillment of requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note	Thesis (M. Eng.) - Asian Institute of Technology, 1996
520 ## - SUMMARY, ETC.
Summary, etc.	The capacity of cutting equipment depends on the acting load. Nevertheless, the acting load on the cutter face of shield has not been clear. The last year research made clear that the pushing resistance, which does not appear in the design of shield capacity, is an important component of the acting load. This study aims to make the model of pushing resistance on Cohesionless soil by different scale model tests. In this research study, Axial force and torque behavior exhibited in dry compact sand (relative density of 100%) have been investigated. Pushing resistance, as a major component of cutter torque, has been found to be the function of speed ratio (v/f), radius (R0 and Rj) and the number of cutter path (P n), which is different from the theoretic equations. Based on the experimental results the model equations for pushing resistance have been proposed. As the stress concentration occurs at the tip of the cutter bits, the friction concept does not satisfy the test model and two constants known as influencing factors At and b have been introduced to describe the model. These parameters both are found to be the function of face angle (Uc) and clearance angle (y c)·
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Shields (Geology)
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Tunnels
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Sugimoto, M.,
Relator term	Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Balasubramaniam, A.S.,
Relator term	Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Ashford, Scott A.,
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-95-15
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified	Full-Text
Uniform Resource Identifier	<a href="http://203.159.5.9/ait-thesis/detail.php?q=B15105">http://203.159.5.9/ait-thesis/detail.php?q=B15105</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a	.b11533791
b	mnait
c	v
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a	240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN)	0
Cataloger's initials, CIN (RLIN)	960910
First date, FD (RLIN)	m
--	a
--	v
--	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 : 30050120718803
CREATED	CREATED : 1995-04-13
RECORD Id	RECORD # : i11836696
LPATRON	LPATRON : 0
LCHKIN	LCHKIN : -
RENEWALS	# RENEWALS : 0
--	# OVERDUE : 0
--	IUSE3 : 0
--	TOT CHKOUT : 0
--	TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050120718811
CREATED	CREATED : 1995-04-13
RECORD Id	RECORD # : i11836702
LPATRON	LPATRON : 0
LCHKIN	LCHKIN : -
RENEWALS	# RENEWALS : 0
--	# OVERDUE : 0
--	IUSE3 : 0
--	TOT CHKOUT : 0
--	TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050160081708
CREATED	CREATED : 2016-05-16
RECORD Id	RECORD # : i12978073
LPATRON	LPATRON : 0
LCHKIN	LCHKIN : -
RENEWALS	# RENEWALS : 0
--	# OVERDUE : 0
--	IUSE3 : 0
--	TOT CHKOUT : 0
--	TOT RENEW : 0

Holdings
Not for loan	Home library	Current library	Shelving location	Date acquired	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. GE-95-15	30050120718803	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. GE-95-15	30050120718811	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. GE-95-15	30050160081708	18/08/2026	1	18/08/2026	40-Archives

Modelling of pushing resistance on cohesionless soil using different scale model tests (Record no. 77747)

AIT

Asian Institute of Technology Library