Development of Mixed Ferro-Cement with Rubber Latex as Ditch Lining for Farm Irrigation System

Authors

  • Pheerawat Plangoen Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Chiang Mai, Thailand
  • Tawatchai Tanchaisawat Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Chiang Mai, Thailand
  • Chuan Chuntavan Education Section, Chulachomklao Royal Military Academy, Nakhonnayok, Thailand

Keywords:

Ditch Lining, Ferrocement, Rubber, Paddy Field

Abstract

This research studied physical and mechanical properties of a ferrocement material or a mortar mixed with rubber latex. Experiments were first performed in a laboratory to test the properties in terms of the normal consistency of cement, setting time of cement paste, compressive strength, tensile strength, flexural strength and seepage loss of mortar mixed with rubber latex. Polymer to cement (P/C) ratio was varied at 0%, 1%, 3%, and 5% by weight. Water to cement ratio (w/c) was fixed at 0.50; the ratio of cement to sand was fixed at 1:2. The strength of the structure was tested after 7, 14, 28, 60, and 90 days. The results indicated that the P/C ratio of 1% yielded the best performance, with compressive strength of 397 ksc, tensile strength of 39 ksc, flexural strength of 65 ksc, water absorption of 4.36% and seepage loss of 1.39 mm/day. P/C ratio of 1% by weight was then adopted for the construction of ferrocement ditches in the field. An in-situ ferrocement trapezoidal ditch with a bottom width of 0.3 m, height of 0.35 m, and thickness of 0.05 m was constructed in a paddy field. Evaluation of the ferrocement ditches revealed that the ditches allowed water to flow rapidly and could reduce the loss of water due to seepage.

References

Plangoen, P. and Chuntavan, C., 2016, The Development of Irrigation Canal mix with Rubber Latex for Farm Irrigation System, Final Technical Report to Agricultural Research Development Agency (Public Organization), Bangkok. (In Thai)

Austriaco, R.L. and Nimityonngslul, P., 1987, Ferrocement Canal Linning, International Ferrocement Information Center, Bangkok, pp. 1-20.

Nagraj, T.S., Iyengar, R. and Rao, K., 2010, “Super Plasticized Natural Rubber Latex Modified Concrete,” Cement and Concrete Research, 18 (1), pp. 138-144.

Bala, M. and Ismail, M., 2012, “Performance of Natural Rubber Latex Mdified Concrete in Acidic and Sulphated Environments,” ELSEVIER Journal of Construction and Building Materials, 31, pp. 129-134.

Shobha, M.S., Shashidhar, C. and Sudarsana, H., 2013, “Strength Studies of Natural Rubber Latex Modified High Performance Concrete,” International Journal of Engineering Research and Technology, 2 (5), pp. 1836-1852.

Plangoen, P. and Chuntavan, C., 2018, “The Development of mortar Mixed with Rubber Latex for Irrigation Canal Maintenance,” KMUTT Research and Development Journal, 41 (2), pp. 211-223. (In Thai)

American Society for Testing and Materials, 2008, “ASTM C33 / C33M - 08 Standard Specification for Concrete Aggregates,” Annual Book of ASTM Standard, Vol. 04.02, PA, USA.

American Society for Testing and Materials, 2008, “ASTM C109/C109M Standard Test Method for Compressive Strength of Hydraulic Cement Mortars,” Annual Book of ASTM Standard, Vol. 04.02, PA, USA.

American Society for Testing and Materials, 2008, “ASTM C190-85 Method of Test for Tensile Strength of Hydraulic Cement Mortars,” Annual Book of ASTM Standard, Vol. 04.02, PA, USA.

American Society for Testing and Materials, 2008, “ASTM C348 Standard Test Method for Flexural Strength of Hydraulic Cement Mortars,” Annual Book of ASTM Standard, Vol. 04.01, PA, USA.

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Published

2021-06-30

How to Cite

Plangoen, P., Tanchaisawat, T., & Chuntavan, C. (2021). Development of Mixed Ferro-Cement with Rubber Latex as Ditch Lining for Farm Irrigation System. Science and Engineering Connect, 44(2), 263–278. retrieved from https://ph04.tci-thaijo.org/index.php/SEC/article/view/10386

Issue

Section

Research Article