A study on soil properties of Pekan soft clay / (Record no. 334)

MARC details
000 -LEADER
fixed length control field 02204nam a2200217 a 4500
001 - CONTROL NUMBER
control field vtls000029958
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204336.0
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0003434(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905141518
Level of effort used to assign nonsubject heading access points irma
Level of effort used to assign subject headings 201107131620
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908140939
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908140922
Level of effort used to assign classification VLOAD
-- 200807041241
-- kam
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TH375 .N66 2007 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Noorazura Azuddin
245 10 - TITLE STATEMENT
Title A study on soil properties of Pekan soft clay /
Statement of responsibility, etc. Norazura Binti Azuddin
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2007
300 ## - PHYSICAL DESCRIPTION
Extent 73 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm.
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3# - SUMMARY, ETC.
Summary, etc. Soft clay deposits are available along the west coast and at some parts of the east coast of Peninsular Malaysia. Construction on soft clay often affect by stability and settlement problem. In order to build a safe structure or any civil engineering works in such site, engineer should take into account to consider the properties and characteristic of soil at site. Therefore this project is carried out to study the soil properties ofPekan soft clay. The purpose of this study is to obtain site investigation report of construction project located at Pekan and to analyze the basic properties of Pekan soft clay. In order to fulfill the objectives, analysis is being done based on three site investigation report that being collected. Data that being utilized are moisture content, Atterberg limit and soil particle distribution. Analysis being made by comparing all the data gathered and plotted it in graph. From the analysis, it is found that the moisture content is decreasing by depth. However, the plastic limit and liquid limit is found scattered and inconstant. The soil particle distribution is dominant by clay and silt at all site but the present of sand also dominant at certain level beneath the ground surface. From the analysis, it can be seen that the soil profile at the same site is slightly vary. All the result from the analysis can be used as future reference for design purpose. -Author
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Building sites
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TH375 .N66 2007 rs Thesis 0000030395 04/09/2019 1 04/09/2019 Final Year Report

Perpustakaan Universiti Malaysia Pahang Al-Sultan Abdullah
26600 Pekan, Pahang Darul Makmur
Phone: +609 431 5063 (Gambang) / +609 431 5035 (Pekan)
Email: umplibrary@umpsa.edu.my

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