MARC details
| 000 -LEADER |
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| fixed length control field |
03292ntm a2200277 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000093870 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113435.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
160316t2014 my da g abm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0007968(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201906131146 |
| Level of effort used to assign nonsubject heading access points |
nadia |
| Level of effort used to assign subject headings |
201603161224 |
| Level of effort used to assign classification |
asma |
| -- |
201603161223 |
| -- |
asma |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .N87 2014 r Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nurmunira Muhammad @ Atan |
| 245 14 - TITLE STATEMENT |
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| Title |
The effects of temperature and kaolin mixture on plasticity characteristics and shear strength behaviour of natural soil / |
| Statement of responsibility, etc. |
Nurmunira Muhammad @ Atan |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2014 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xviii, 129 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Master of Engineering (Civil Engineering)) -- Universiti Malaysia Pahang – 2014 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 115-124 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
A structure can has sufficient stability if no faces any geotechnical problems. The shear strength and bearing capacity are important characteristics of any soil foundation and soil structure. A soil foundation consists of weak bearing capacity and as to reduce magnitude of damage upon structure, natural mixed soil technique is one of the best options to keep structure out of great danger. In this research work, the natural soil has been selected. It is weakest soils among all in the study area. This is an experimental research work, based on evaluation of micro and macro properties of mixed soil. The shear strength parameters of mixed soil have been analyzed. In this work the basic materials are natural soil of Pahang and commercial kaolin. The kaolin has been treated by heat to modify mineralogy characteristics of that. The method of specimen preparation is mixed soil technique. The materials have been mixed based on weight ratio. The basic and advance soil mechanics experimental, XRD, EDAX and Field Emission Scanning Electron Microscope (FESEM) tests have been done in Geotechnical and Central laboratories of Universiti Malaysia Pahang. The investigation on microstructure and mechanical properties of mixed soil had been performed, to understand relationship between micro and mechanical properties of mixed soil. The effects of natural - kaolin mixture on unit weight, cohesive and internal angle of friction of mixed soils have been identified. The results indicated appropriate soil mixture improves shear strength parameters through micro properties modification. It has been observed that, in some cases cohesive and the internal angle of friction of soil does not have direct collaboration. The work can be applied for ground improvements based on identify suitable minerals presence in soil. The results help to develop mixed soil technique standard. The further research works could be done are included, simulate mixed soil in situ, use advance mineralogy techniques, increase level of heat on the kaolin, apply the effect of dynamic force on specimens and test other type of soils |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |