Kesan Pengawetan Stirn Terhadap Kekuatan Konkrit

Authors

  • Abu Bakar Mohamad Diah Pusat Pengajian Kejuruteraan Awam Kampus Kejuruteraan Universiti Sains Malaysia
  • Rosli Hamir Pusat Pengajian Kejuruteraan Awam Kampus Kejuruteraan Universiti Sains Malaysia
  • Kamarul Badlishah Kamarulzaman Pusat Pengajian Kejuruteraan Awam Kampus Kejuruteraan Universiti Sains Malaysia
  • Ahmad Ruslan Mohd Ridzuan Pusat Pengajian Kejuruteraan Awam Kampus Kejuruteraan Universiti Sains Malaysia

DOI:

https://doi.org/10.11113/mjce.v12.15635

Abstract

Peningkatan kualiti konkrit bukan sahaja pada masa segar tetapi juga sepanjang
umur konkrit terse but. Bagi mencapai matlamat terse but konkrit mestilah
menjalani proses pengawetan yang terbaik dan sempurna. Kajian ke atas kaedah
pengawetan yang terbaik perlu dihikukan sebelum konkrit yang dibentuk diawet.
Seharusnya kita tidak boleh berpuas hati dengan kaedah pengawetan konvesional
iaitu rnenggunakan air dalam rnendapatkan kualiti konkrit yang terbaik. Analisa
dan keputusan yang didapati menunjukkan bahawa kaedah pengawetan
menggunakan stirn memberikan kekuatan yang tinggi berbanding dengan kaedah
pengawetan air dan udara.

References

Diah, A. B. M., Mohd. S. dan Said, M. A.(1998), Strength Development of OPC

Concrete for Structure Under Water Design, International Conference on

Hrdrology and Water Resources of Humid Tropics (HUMID TROPICS '98).

School of Civil Engineering, Universiti Sains Malaysia, Ipoh, Perak, 24-26

November 1998.

Diah, A. B. M. dan Nuruddin, M. F. (1998), Concrete: Why Curing So Important

for Engineers and Architect to Produce Durable Structures, Proceeding of

I6" Conference of ASEAN Federation of Engineering Organization, Clark

Field, Angeles City, Pampanga, Philippines, 24-26 November 1998.

Diah, A. B. M.,Majid, 1'. A., dan Azizli, K. A. (1999), Performance of High

Strength Concrete for Next Millenium. The 2,d IllIernational Conference of

Recent Advances in Materials and Mineral Resources (RAMM '99), School

of Material and Mineral Resources Engineering, Universiti Sains Malaysia,

Penang, 3-5 May 1999, ms. 248-256.

Malaysian Standards (1991), MS 1195:1991 Structural Use of" Concrete.

Standard Industrial Research Institutions Of Malaysia (SIRIM).

Malaysian Standards (1971), MS 26:Part 4: 1971. Method of Testing Concrete

For Strength, Standard Industrial Research Institutions Of Malaysia

(SIRIM).

Malaysian Standards (1971), MS 30: 1971 Methods For Sampling and Testing of

Mineral Aggregates, Sands and Fillers. Standard Industrial Research

Institutions Of Malaysia (SIR1M).

Malaysian Standards (1989), MS 552:Part I: 1989 Specification For Portland

Cement (Ordinal)' and Rapid-Hardening), Standard Industrial Research

Institutions Of Malaysia (SIRIM).

Mohd, S. dan Diah, A. B. M. (1997), The Significance of Early Water-Cured on

Strength Development of OPC Concrete. Proceeding of 5" International

Conference on Concrete Engineering and Technology (CONCET 97), Kuala

Lumpur, 6-8 May 1997, ms. 91-94.

Downloads

Published

2018-02-20

Issue

Section

Articles

How to Cite

Kesan Pengawetan Stirn Terhadap Kekuatan Konkrit. (2018). Malaysian Journal of Civil Engineering, 12(2). https://doi.org/10.11113/mjce.v12.15635