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水泥稳定碎石冷再生混合举无侧限抗压强度试验研究
引用本文:王晓刚,陈海峰.水泥稳定碎石冷再生混合举无侧限抗压强度试验研究[J].西部交通科技,2010(2):37-40.
作者姓名:王晓刚  陈海峰
作者单位:1. 广西大学,广西,南宁,530004;广西交通职业技术学院,广西,南宁,530023
2. 广西交通职业技术学院,广西,南宁,530023
摘    要:文章以国道324线岑溪一容县一级公路(容县段)为依托工程,对水泥稳定碎石冷再生混合料与普通水泥稳定碎石混合料分别进行无侧限抗压试验,测定两者强度变化情况。对比试验结果得知,相同水泥剂量下的再生混合料抗压强度略低于普通水泥稳定碎石混合料,相差值在0.4MPa内。

关 键 词:水泥稳定碎石  再生混合料  抗压强度  试验  力学性能

The Research on Pressure Resistance Testing of Cold Recycled Cement Stabilized Blinding
WANG Xiao-gang,CHEN Hai-feng.The Research on Pressure Resistance Testing of Cold Recycled Cement Stabilized Blinding[J].Western China Communication Science & Technology,2010(2):37-40.
Authors:WANG Xiao-gang  CHEN Hai-feng
Institution:1. Guangxi University, Nanning, Guangxi, 530004; 2. Guangxi Technical Institute of Communication, Nanning, Guangxi, 530023)
Abstract:Using national road No. 324 Cengxi-Rongxian section as an example,the article exams the pressure resistance between the cold recycled concrete and regular concrete through intensity comparison.The results indicated that the cold recycled concrete are slightly more intense than normal concrete with same cement percentage and the difference is within 0. 4 MPa.
Keywords:Cement stabilized blinding  Recycled concrete  Pressure resistance  Test  Mechanic ability
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