Cyclic triaxial testing of soft clayey soil : (Record no. 25317)

MARC details
000 -LEADER
fixed length control field 03912nas a2200421 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085703.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 230726s2023 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b1240925x
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-22-13
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Samoo, Captain Hamza
245 10 - TITLE STATEMENT
Title Cyclic triaxial testing of soft clayey soil :
Remainder of title a comparative study of saturated and partially saturated conditions
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 87 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-22-13
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resources Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2023
520 ## - SUMMARY, ETC.
Summary, etc. This study investigated the behavior of clayey soil under cyclic triaxial loading conditions in both fully saturated and partially saturated states. The soil samples were prepared and tested in a custom-built triaxial apparatus. The cyclic loading was applied at a constant confining pressure while varying the deviator stress amplitude. The effects of saturation level, stress amplitude, and number of cycles on the soil's behavior were analyzed by measuring the soil's cyclic resistance ratio and deformation characteristics. This study used testing manuals from ASTM, AASHTO, and previous case studies to perform initial testing on saturated and partially-saturated soils. The excess pore water pressure for soils under different conditions showed similar trends, with a non-linear relationship between excess PWP and matric suction. Axial strain decreased with increasing matric suction, and all soils with the same confining pressure showed similar trends of axial strain with an increase in the number of cycles. Higher matric suction resulted in lower strain due to an increase in compressional resistance. The stress path for all soil specimens showed a similar trend, with an increase in excess PWP causing the effective stress path to move towards the left and ultimately failing after reaching the failure line. The strength of the soil increased with increasing initial matric suction, and the shear modulus value also increased with an increase in matric suction. Soil specimens with similar confining pressure and varying matric suction showed similar behavior, with the shear modulus for soil with matric suction of 100 kPa and 50 kPa higher than the soil with matric suction of 0 kPa. The results showed that the cyclic resistance ratio decreased with increasing stress amplitude and number of cycles for both saturated and partially saturated soil. Further research can be carried out to perform tests on reconstituted samples and to find the effect and compare results with different initial conditions on properties of soil.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Vertical drains
Geographic subdivision Thailand
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Shear strength of soils
General subdivision Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soils
General subdivision Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kuo-Chieh Chao,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Avirut Puttiwongrak,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Krit Saowiang,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Fellowship,
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-22-13
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=B19502">http://203.159.5.9/ait-thesis/detail.php?q=B19502</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b1240925x
b mnait
c m
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250411
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 230726
First date, FD (RLIN) m
-- a
-- m
-- 0
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
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050121040306
CREATED CREATED : 2023-07-24
RECORD Id RECORD # : i13457068
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : -
CREATED CREATED : 2023-07-24
RECORD Id RECORD # : i1345707x
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
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 Archives 18/08/2026   AIT Thesis no.GE-22-13 30050121040306 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-22-13   18/08/2026   18/08/2026 61-CD-ROM
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