The Research of the Bending Crack Resistance Ability of Reinforced Concrete Beam Mixed with Emulsified Asphalt
2012 ◽
Vol 217-219
◽
pp. 1146-1150
Keyword(s):
By four-point bending tests on the reinforced concrete beams with emulsified asphalt of different parameters, cracks, deformation and bearing capacity were observed and recorded during destructive process, and then a comparison were made between the experiment results and those of ordinary reinforced concrete beams. The results prove that lower emulsified asphalt dosage (1% to 3%) can significantly improve the overall deformation of reinforced concrete beams; while higher asphalt emulsion parameters (5% to 7%) reduce the beam intensity and do not improve the toughness and overall deformation capacity.
2018 ◽
Vol 21
(13)
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pp. 1977-1989
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2012 ◽
Vol 214
◽
pp. 306-310
2016 ◽
Vol 707
◽
pp. 51-59
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2017 ◽
Vol 4
(1)
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2011 ◽
Vol 243-249
◽
pp. 1058-1061
2011 ◽
Vol 255-260
◽
pp. 3077-3081
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2014 ◽
Vol 584-586
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pp. 899-903