Determinations of the correction factor for undrained shear strength and internal friction angle empirical models from CPT data : (Record no. 28102)

MARC details
000 -LEADER
fixed length control field 03949nas a2200397 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818090437.0
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fixed length control field 230726s2023 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12409224
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-22-10
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Rana, Md. Sohel
245 10 - TITLE STATEMENT
Title Determinations of the correction factor for undrained shear strength and internal friction angle empirical models from CPT data :
Remainder of title a case study of Bangladeshi soils
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. 2023
300 ## - PHYSICAL DESCRIPTION
Extent 99 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-22-10
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Geotechnical and Earth Resources Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Sc.) - Asian Institute of Technology, 2023
520 ## - SUMMARY, ETC.
Summary, etc. In situ subsurface testing methods like CPT and SPT are utilized worldwide to investigate the soil{u2019}s geotechnical properties. In Bangladesh, the utilization of CPT for both small and large projects is increasing day by day. The determination of soil parameters such as undrained shear strength (Su) and internal friction angle ({u03D5}) holds significant importance in the design of foundations. These parameters are obtained from laboratory tests of soil samples collected from the field during the SPT test. The CPT provides a range of Su values, comprising both the maximum and minimum limits. However, the challenge lies in determining the precise value that is suitable for design purposes. There is no direct correlation between laboratory tested soil parameters (Su and {u03D5}) and CPT data. In this study, the main goal is to determine the correction factor and establish empirical models of Su and {u03D5} for CPT to minimize cost and reduce time for Bangladeshi soils. This study first reviews the existing correlations between soil parameters and CPT in the literature. For the analysis required, 378 SPT boring points and 146 CPT data were collected from two organizations, LGED and RAJUK, in Bangladesh. All the collected data is classified and summarized into two categories: trained data sets and test datasets. Regression analyses are applied using trained data to determine the correction factor and develop empirical modes of Su and {u03D5} for CPT. Test datasets are employed on models to verify and validate the developed models. In this research, it is possible to find out the correction factor for CPT parameters and establish empirical models of Su and {u03D5} for CPT with reference to laboratory tested Su and {u03D5} for Bangladeshi soils. Any design engineer can apply this model to the design of a foundation without performing laboratory tests for soil parameters. The development of models will have a significant impact on society due to their potential to reduce the time required for laboratory testing and their economic design implications.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Shear strength of soils
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Corrections
Geographic subdivision Bangladesh
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil penetration test
Form subdivision Case studies
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Avirut Puttiwongrak,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kuo-Chieh Chao,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Local Government Engineering Department (LGED), Bangladesh,
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-22-10
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B19498">http://203.159.5.9/ait-thesis/detail.php?q=B19498</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 230726
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 61-CD-ROM
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Barcode Barcode : 30050121040355
CREATED CREATED : 2023-07-24
RECORD Id RECORD # : i13457007
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CREATED CREATED : 2023-07-24
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.GE-22-10 30050121040355 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.GE-22-10   18/08/2026   18/08/2026 61-CD-ROM
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