+603-2779 1479
general@cream.my
English
|
Malay
Home
About Us
Objectives & Our Story
Our People
Board of Trustee
Top Management
Organisation Structure
Directory
Product & Services
Research & Development
Double Tax Deduction
Industry Consultancy and Engagement
Certification
Assessment
Lab Testing
Certificate of Approval
Forensic
Inspection & Sampling
CPA/Technical Opinion
Journal Publication
MCRJ
Contractor's Quality Management System
Publication
Research & Development
Manual/Guidelines
Quality, Safety & Professionalism
Productivity
Building Information Modelling (BIM)
Industrialised Building System (IBS)
International Research Grant
Malaysian Construction Research Journal (MCRJ)
CREAM E-Magazine
Seminar & Workshop Materials
Technical Opinion Report
Construction 4.0 Strategic Plan (2021-2025)
Events & Activities
Calendar 2024
CREAM Webinar Series 2024
Seminar Facilities Management
CIC 2024
Bulletin
News & Announcements
Integrity & Governance
Gallery
Contact Us
Contact Information
Enquiry
Career
home
>
Publication
>
Publication
>
Malaysian Construction Research Journal (MCRJ)
>
Regular Issues
>
MCRJ Volume 19 No. 2 2016
MCRJ Volume 19 No. 2 2016
Format
Hardback / 136 pages
ISSN Number
1985 - 3807
Download PDF
Please enter valid quantity.
Email
Product Description
Welcome to the nineteenth (19th) issue of Malaysian Construction Research Journal (MCRJ). In this issue, we are pleased to include nine papers that cover wide range of research area in construction industry. The editorial team would like to express our sincere gratitude to all contributing authors and reviewers for their contributions, continuous support and comments.
In this issue:
Khaled Ghaedi, et. al., investigate the effect of reservoir hydrostatic pressure on Kinta RCC dam in Malaysia which is constructed in 2002, and subsequently evaluate damages and crack propagation. The finite element model (FEM) of the RCC dam is made and bidirectional time history accelerations are applied to the RCC dam with and without considering the hydrostatic pressure effect. The obtained results show that, the hydrostatic pressure increases stress (25%) and change the displacement response of the dam from negative to positive direction. In addition to these, hydrostatic pressure causes damage at heel elements.
Frequently Purchase Together
MCRJ Volume 5 No. 2 2009
MCRJ Volume 9 No. 2 2011
MCRJ Volume 8 No. 1 2011
MCRJ Volume 22 No. 2 2017
MCRJ Volume 24 No.1 2018
MCRJ Volume 17 No. 2 2015