Simulation of soil - tine interactions using Distinct Element Method (DEM) (Record no. 107192)

MARC details
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fixed length control field 03549nas a2200385 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818214102.0
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fixed length control field 060709s2005 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11991483
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.AE-05-01
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Patil, Suhas Laxman
245 10 - TITLE STATEMENT
Title Simulation of soil - tine interactions using Distinct Element Method (DEM)
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. 2005
300 ## - PHYSICAL DESCRIPTION
Extent 69 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. AE-05-01
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2005
520 ## - SUMMARY, ETC.
Summary, etc. A Distinct Element Methods (DEM) simulation model of soil deformation by tine in a soil bin system was developed. To test of the feasibility of this technique, a series of DEM simulations were conducted using several thousand particles within soil bin boundaries. Soil particles are represented as circular bodies with tine as moving wall. Simulated model of DEM for soil-tine interaction using VB 6.0 and SQL server technology provided good user interface and functionality. Program generated pictures of each step, which were easy to validate The simulation was done by taking the sandy soil with the average size (D50) of 0.37 mm with uniformity co-efficient (D60/D10) of 2.34. This simulation qualitatively and quantitatively reproduced the force distance behaviour and soil failure pattern. These were validated with the actual results and also the distinct formation of soil wedge. The soil failure for all the simulation was by progressive shear. The shear surface emerged from tool tip horizontally and after a distance of about 5 to 10 cm it progressed towards the soil surface. During simulation it was observed that soil below the tool tip remained undisturbed in all experiments, which was also observed by Pathak (1991). Average shear angle was 27±20 for all the tools studied which was very close to theoretical angle (TT/4 - O/2) of 26.50 for sand. Due to development of additional shear line, a wedge like soil block was formed adjacent to the tool face, which moved upward very slowly. The surcharge height increased exponentially with tool displacement at decreasing rate and became constant after a distance of about 40 to 50 cm, which represented the stage of dynamic stability. Simulated failure area was statistically close to experimental failure area.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Plowing
General subdivision Simulation methods
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Salokhe, Vilas M.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Jayasuriya, H.P.W.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Barry, William Joseph,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element AIT Partial Fellowship Protected Cultivation Project,
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. AE-05-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B11164">http://203.159.5.9/ait-thesis/detail.php?q=B11164</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 060709
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050120576920
CREATED CREATED : 2013-08-07
RECORD Id RECORD # : i12736004
LPATRON LPATRON : 1025335
LCHKIN LCHKIN : 2014-10-10
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Barcode Barcode : 30050120371140
CREATED CREATED : 2016-02-06
RECORD Id RECORD # : i13014183
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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 18/08/2026 50.00   AIT Thesis no.AE-05-01 30050120576920 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.AE-05-01 30050120371140 18/08/2026 1 18/08/2026 40-Archives
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