Reduction of Cracking and Shrinkage in Compressed Clay Beams during Drying

  • Nawab Ali Lakho Assistant Professor, Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah.
  • Muhammad Auchar Zardari Assistant Professor, Department of Civil Engineering, Quaid-e-Awam University of Engineering, Science and Technology, Nawabshah.
  • Naeem Aziz Memon Associate Professor, Department of Civil Engineering, Mehran University of Engineering and Technology, Jamshoro

Abstract

Uncontrolled evaporation of moisture from compressed clay beams can cause surface cracks, resulting in reduction of strength. This paper presents various treatments applied to clay beams during the process of casting, compacting and drying in order to curtail the possibility of cracking and to decrease percentage of drying shrinkage. Following treatments were applied to the beams during casting and drying: (i) a steel plate and double layer of plastic sheet was provided between the beam and the plank, (ii) the beam was enveloped with a propylene fabric sheet during casting and (iii) beams were covered with plastic sheet during drying. Using these treatments, the clay beams were cast and compacted at various intensities of compaction. The results show that the drying shrinkage was reduced to minimum and the cracks were curtailed. The rate of drying shrinkage was decreased depending upon the level of compaction. Thus at the higher degree of compaction, more density of clay beams was achieved, which resulted in higher degree of compressive strength in baked and unbaked state.

Published
Jul 1, 2016
How to Cite
LAKHO, Nawab Ali; ZARDARI, Muhammad Auchar; MEMON, Naeem Aziz. Reduction of Cracking and Shrinkage in Compressed Clay Beams during Drying. Mehran University Research Journal of Engineering and Technology, [S.l.], v. 35, n. 3, p. 395-400, july 2016. ISSN 2413-7219. Available at: <https://publications.muet.edu.pk/index.php/muetrj/article/view/464>. Date accessed: 20 apr. 2024. doi: http://dx.doi.org/10.22581/muet1982.1603.09.
Section
Articles
This is an open Access Article published by Mehran University of Engineering and Technolgy, Jamshoro under CCBY 4.0 International License