天然橡胶
车辙
材料科学
薄泥浆
开裂
沥青
复合材料
刚度
体积热力学
模数
蠕动
橡胶屑
沥青混凝土
岩土工程
地质学
物理
量子力学
作者
Chong Huang,Jin Xiang Hong,Jun Tao Lin,Cheng Deng,Lin Li
出处
期刊:Key Engineering Materials
[Trans Tech Publications]
日期:2014-02-01
卷期号:599: 361-367
被引量:22
标识
DOI:10.4028/www.scientific.net/kem.599.361
摘要
The central concept of semi-flexible pavement (SFP) is to combine the best qualities of concrete and asphalt pavement by means of filling the voids of the large gap asphalt mixture (LGAM) with good fluidity grout. The major purpose of this study is to determine the feasibility of utilizing waste rubber powder in the grout so as to reduce the stiffness of the semi-flexible pavement. In this paper, seven kinds of grout were prepared by adding different volume dosage of the waste rubber powder and seven kinds of SFP were also prepared. By means of rutting, dynamic elastic modulus and low-temperature cracking performance tests, the performances of SFP were compared. The experimental results illustrated that the waste rubber powder was suitable to the semi-flexible pavement material. With the dosage of rubber powder increased, the anti-rutting, dynamic modulus of SFP decreased, but the low-temperature cracking of SFP was improved. Preferably, the volume dosage of the waste rubber powder should be not more than 20%.
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