A comparison of different types of penetration tests in AIT subsoil (Record no. 19904)

MARC details
000 -LEADER
fixed length control field 03708nas a2200421 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817173434.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191125s2017 th u m rtt 000 a eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12296442
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Caps. Proj. no.CIE-17-07
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Tshewang, Phub
245 12 - TITLE STATEMENT
Title A comparison of different types of penetration tests in AIT subsoil
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 43 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Caps. Proj. ;
Volume/sequential designation no. CIE-17-07
500 ## - GENERAL NOTE
General note A capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Capstone Project (B.Sc.)-Asian Institute of Technology, 2017
520 ## - SUMMARY, ETC.
Summary, etc. The various penetration tests of soil are very important in determining the type of soil and profile. Over the 21st century, a lot of research had been done with various penetration tests like Cone penetration test (CPT), Dynamic cone penetration test (DCP) and Standard penetration test (SPT). In this project also, these three tests were carried out in Asian Institute of Technology (AIT), Pathum Thani. The main aim of this project was to compare the above mentioned tests regarding their ability to penetrate the resistance offered by the soil. However, additional analysis like effect of in put energy from the system, cone size and cone apex angle are also carried out. Correlation between the different tests were also established to investigate the change of one quantity when another quantity changes. The DCP test was carried out with Manual and Auto equip ment. Hence, there exist some differences in the above two in their input energies as the hammer weights are different. For the CPT and two types DCP, the cones were categorized basically into two categories. Normal cones are the cones with base diameter of 35.6mm and apex angle of 60 degree. The other category was the special cones, which can be used only for research purposes. Special cone dimensions differ from normal cones because of its different cone size. There exist a relationship between penetration value of cones and the input energy. High input energy of the system was associated with less penetration value and vice-versa. Also there exist some relationship of penetration value with cone area and cone angle were es tablished. The penetration value of different cone sizes are also compared on basis of few parameters. The results established correlation between CPT with DCP and CPT with SPT.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil penetration test
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Subsoils
Geographic subdivision Thailand
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tian Ho Seah,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chao, Geoff,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Thanakorn Pheeraphan
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Caps. Proj. ;
Volume/sequential designation no. CIE-17-07
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B14840">http://203.159.5.9/ait-thesis/detail.php?q=B14840</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12296442
b mnait
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240411
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 191125
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 61-CD-ROM
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120395008
CREATED CREATED : 2019-07-03
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Barcode Barcode : 30050120952170
CREATED CREATED : 2019-11-25
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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 Cost, normal purchase price
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Caps. Proj. no.CIE-17-07 30050120395008 17/08/2026 1 17/08/2026 40-Archives  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Caps. Proj. no.CIE-17-07   17/08/2026   17/08/2026 61-CD-ROM  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Caps. Proj. no.CIE-17-07 30050120952170 17/08/2026 1 17/08/2026 20-AIT Publication 50.00
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