Experimental Investigation of Cement Mortar to Improve the Strength by Adding Sisal Fiber

2021 ◽  
pp. 163-175
Author(s):  
M. Balasubramanian ◽  
S. SenthilSelvan ◽  
S. Aishwarya ◽  
M. Ram Kumar
Keyword(s):  
Experimental Investigation ◽  
Cement Mortar ◽  
Sisal Fiber

Experimental investigation on hydraulic fracturing in cement mortar with tensile stress

2021 ◽  
pp. 108058
Author(s):  
Hongwei Zhang ◽  
Zhenzhong Shen ◽  
Liqun Xu ◽  
Lei Gan ◽  
Zekai Ma ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Tensile Stress ◽  
Hydraulic Fracturing ◽  
Cement Mortar

scholarly journals Experimental investigation on characteristics of sisal fiber as composite material for light vehicle body applications

2020 ◽  
Author(s):  
Zewdie Alemayehu ◽  
Ramesh Babu Nallamothu ◽  
Mekonnen Liben ◽  
Seshu Kishan Nallamothu ◽  
Anantha Kamal Nallamothu
Keyword(s):  
Experimental Investigation ◽  
Composite Material ◽  
Vehicle Body ◽  
Sisal Fiber ◽  
Light Vehicle

Strength and Porosity of Cement Mortar Blended with Metakaolin

2013 ◽  
Vol 838-841 ◽  
pp. 142-147 ◽  
Author(s):  
Jamilu Usman ◽  
Abdul Rahman Mohd Sam ◽  
Salihuddin Radin Sumadi
Keyword(s):  
Experimental Investigation ◽  
Compressive Strength ◽  
Flexural Strength ◽  
Cement Mortar ◽  
Quantitative Relationship ◽  
Experimental Results

An experimental investigation was carried out to assess the effect of metakaolin (MK) on the compressive strength, flexural strength and porosity of cement mortar. The cement was partially substituted with MK at 0-30% replacement levels. The results show that the strengths and porosity of mortar containing up to 20% were superior to that of control (0% MK). The Balshin equation fits the experimental results of compressive strength and porosity of the specimens containing MK and there is a strong quantitative relationship between compressive strength and porosity of the specimens.

scholarly journals Experimental investigation on Ferrocement slab using partial replacement of cement by ceramic powder

2021 ◽  
Vol 2070 (1) ◽  
pp. 012195
Author(s):  
R G Dhilip Kumar ◽  
Binu Sukumar ◽  
A Hemamathi ◽  
P Ram Shankar ◽  
Sharanya Balki
Keyword(s):  
Experimental Investigation ◽  
Compressive Strength ◽  
Cement Mortar ◽  
Ceramic Powder ◽  
Single Layer ◽  
Wire Mesh ◽  
The Other ◽  
Partial Replacement ◽  
Flexural Behaviour ◽  
Mix Proportion

Abstract In this study, flexural behaviour of the Ferrocement panels of size 500 mm x 500 mm x 50 mm with partial replacement of ceramic powder under monotonic loading is observed. All the Ferrocement panels were casted with cement mortar of mix proportion 1:4 with w/c ratio of 0.45 and all the specimens were casted with single layer of galvanized welded wire mesh of 2mm diameter with mesh opening of 12.5 mm x 12.5 mm. The ceramic powder is administered at various percentage replacement of cement by weight and the adopted variations are 0%, 5%, 10% and 15%. Compressive strength of the mortar mix for all the different ratios of ceramic powder was carried out and the results were discussed. It can be concluded that the Panel with 10% replacement of ceramic powder offers appreciable results than the other panels.

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