Quasi-static axial load transfer to a saturated porous elastic half-space from an embedded elastic rod (Record no. 96851)

MARC details
000 -LEADER
fixed length control field 04059cas|a2200433 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818175325.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 021297s1978 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10541007
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Diss. no. D38
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Boonsrang Niumpradit
245 10 - TITLE STATEMENT
Title Quasi-static axial load transfer to a saturated porous elastic half-space from an embedded elastic rod
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1978
300 ## - PHYSICAL DESCRIPTION
Extent 87 p.
490 1# - SERIES STATEMENT
Series statement Dissertation ;
Volume/sequential designation no. D38
500 ## - GENERAL NOTE
General note A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Engineering.
520 ## - SUMMARY, ETC.
Summary, etc. The quasi-static development of the force, pore pressure and displacements is analysed in the form of aa circular elastic rod partially embedded in a saturated porous elastic half-space and loaded axially on the top. The porous elastic half-space is governed by Biot's theory. The problem is decomposed into two systems, namely, an extended porous elastic half-space in the absence of the rod characterized by the material constants of the meduim; and a ficti-tious rod represented by a Young's modulus equal to the difference of the Young's moduli of the real rod and the medium. The unknown fictitious rod force is determined under the approximation that the axial strain in the ficti-tious rod is equal to the average vertical normal strain in the extended porous elastic half-space over a rod cross section at the original rod location. The problem is found to be governed by a Fredholm intergral equation of the second kind. Laplace transform is applied to time functuins involved, and Hankel transform to the functons of radial coordinate of which the origin is at the center of the rod. By setting the Laplace transform parameter equal to zero and infinity, respectively, the governing integral equation for final and initial solutions are obtained and solved by an appropriate numerical methid. Adopting Schapery's technique to obtain the approximate inverse Laplace transform, the Fredholm integral equation for the transient solution is solved by a "modified" Ritz's method with the solution being assumed in the same form as that of the final solution. Numerical solutions are obtained for various practical values of the parameters involved. Results are perdented in graphs for the purposes of analysis and design of such structures. Time is found to have greater effect on the real rod force of a softer rod. The pore pressure has a maximum value near the top end of the rod, and decays toward the tip for a soft rod, but rises again to another maximum at the tip for a rigid rod. while a rod shortening changes little with time, is tip displacement does change significantly. The final real rod force increases with increasing rod stiffness.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Asian Institute of Technology, 1978
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Elastic rods and wires
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strains and stresses
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pisidhi Karasudhi,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Anat Arbhabhirama,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chiev, Khus
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tanabe, Tadaaki
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Achenbach, Jan D.
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Royal Thai Army,
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 Dissertation ;
Volume/sequential designation no. D38
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B00408">http://203.159.5.9/ait-thesis/detail.php?q=B00408</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
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a 240404
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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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 : 30050120566178
CREATED CREATED : 1995-10-15
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Barcode Barcode : 30050160039581
CREATED CREATED : 2016-01-18
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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 Diss. no. D38 30050120566178 18/08/2026 1 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 Diss. no. D38 30050160039581 18/08/2026   18/08/2026 40-Archives
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