摘要
文章以国道324线岑溪-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。
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.
出处
《西部交通科技》
2010年第2期37-40,共4页
Western China Communications Science & Technology
关键词
水泥稳定碎石
再生混合料
抗压强度
试验
力学性能
Cement stabilized blinding
Recycled concrete
Pressure resistance
Test
Mechanic ability
