Behaviour of Stabilized Mud Blocks Reinforced with Geogrids

R. Umadevi*, A. S. Arun Kumar**, B. V. Ravishankar***
*Assistant Professor, Department of Civil Engineering, ACS College of Engineering, Bangalore, Karnataka, India.
**Associate Professor, Department of Civil Engineering, B M S College of Engineering, Bangalore, Karnataka, India.
***Principal, Department of Civil Engineering, B M S College of Engineering, Bangalore, Karnataka, India.
Periodicity:June - August'2018
DOI : https://doi.org/10.26634/jce.8.3.14453

Abstract

An earthquake is a natural disaster that occurs on earth, due to which the loss of life and property is at a greatest extent. One of its direct effects is on masonry structures. The masonry being brittle in nature tends to fail easily under lateral loads. In this paper, an attempt is made to increase the ductility of masonry by using geogrids as reinforcement. Geogrids are the high tensile geosynthetics which have high flexibility and durability. The stress strain behaviour is one of the most important characteristics of the material, which focuses on the behaviour of material under loading. A comparison study is made with and without geogrid reinforcement. The modulus of elasticity is found by constructing stack bond prisms using stabilized mud blocks.

Keywords

Geogrids, Young's Modulus, Shear Strength, Reinforcement.

How to Cite this Article?

Umadevi, R., Kumar, A. S. A., & Ravishankar, B. V. (2018). Behaviour of Stabilized Mud Blocks Reinforced with Geogrids. i-manager's Journal on Civil Engineering, 8(3), 33-37. https://doi.org/10.26634/jce.8.3.14453

References

[1]. Bureau of Indian Standard. (1992). Methods of tests of burnt clay building bricks (IS:3495 (1992)). New Delhi, India.
[2]. Kaushik, H. B., Rai, D. C., & Jain, S. K. (2007). Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering, 19(9), 728-739.
[3]. Narayanan, S. P., & Sirajuddin, M. (2013). Properties of brick masonry for FE modeling. American Journal of Engineering Research (AJER), 1, 6-11.
[4]. Riza, F. V., Rahman, I. A., & Zaidi, A. M. A. (2011). Preliminary study of Compressed Stabilized Earth Brick (CSEB). Australian Journal of Basic and Applied Sciences, 5(9), 6-12.
[5]. Tennant, A. G., Foster, C. D., & Reddy, B. V. (2016). Detailed experimental review of flexural behavior of cement stabilized soil block masonry. Journal of Materials in Civil Engineering, 28(6), 06016004.
[6]. Tensing, D. (2013). Experimental study on axial compressive strength and elastic modulus of the clay and fly ash brick masonry. Journal of Civil Engineering and Construction Technology, 4(4), 134-141.
[7]. Reddy, B. V., & Gupta, A. (2006). Strength and elastic properties of stabilized mud block masonry using cement-soil mortars. Journal of Materials in Civil Engineering, 18(3), 472-476.
[8]. Reddy, B. V., Lal, R., & Nanjunda Rao, K. S. (2007). Enhancing bond strength and characteristics of soil-cement block masonry. Journal of Materials in Civil Engineering, 19(2), 164-172.
[9]. Walker, P. J. (1995). Strength, durability and shrinkage characteristics of cement stabilised soil blocks. Cement and Concrete Composites, 17(4), 301-310.
[10]. Waziri, B. S., & Lawan, Z. A. (2013). Properties of compressed stabilized earth blocks (CSEB) for low-cost housing construction: a preliminary investigation. International Journal of Sustainable Construction Engineering and Technology, 4(2), 39-46.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Pdf 35 35 200 20
Online 35 35 200 15
Pdf & Online 35 35 400 25

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.