MARC details
| 000 -LEADER |
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| fixed length control field |
02595nam a2200241 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000029650 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251114204415.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
080624s2007 my f 001 0 eng|d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0002849(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905131518 |
| Level of effort used to assign nonsubject heading access points |
zul |
| Level of effort used to assign subject headings |
201107132240 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
200908141452 |
| Level of effort used to assign classification |
VLOAD |
| Level of effort used to assign subject headings |
200908141423 |
| Level of effort used to assign classification |
VLOAD |
| -- |
200806241613 |
| -- |
fara |
| 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) |
TA709.5 .A23 2007 rs Thesis |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Abdul Razak Abdul Hamid |
| 245 10 - TITLE STATEMENT |
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| Title |
Determination of consolidation settlement for soft soil at Pekan, Pahang / |
| Statement of responsibility, etc. |
Abdul Razak bin Abdul Hamid |
| 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. |
2007 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xv, 94 p. : |
| Other physical details |
col. ill. ; |
| Dimensions |
30 cm. |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Consolidation is a process which soils decreases in volume. It occurs when stress is applied to a soil that causes the soil particles to pack together more tightly, therefore reducing volume. Other than that, every type of soils has their own settlements. The major factors that influence settlement is soil permeability, soil drainage, load to be placed on the soil and water table. The effected of soil settlements causing building to crack, road will be damage, tree collapse and so on. This project to determine consolidation settlement within 90% degree of consolidation and it's estimation of time for settlement in soft soil calculations. Selection for the location of conducted an experiment of soft soils is at upgrading Federal Road 3 from Kuantan (KM9) to Pekan (KM46), Pahang Daml Makmur. The apparatus used an experiment is Oedometer Test. Program used in the oedemeter test is DS7 and the method used to determine the time is square root. This apparatus can give the value of the soil settlement based on the calculation been made. Besides that, the highest value of preconsolidation pressure (Pc) is 100 kPa can be obtained from the experiment graph void ratio (e) versus pressure. Results from the analysis showed that the highest consolidation settlement is 56.12mm meanwhile the lowest consolidation settlement is 25.5mm. Then, the value highest time to reach 90% degree for consolidation settlement is 2.75 years and lowest is 0.08 years. The value consolidation settlement and time to reach 90% degree of consolidation settlement can be used to predict the settlement for the soil that can predict the cause impact to the structure. -Author |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Soil consolidation |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Soil stabilization |