Experimental study and isolation mechanism analysis on emulsion wax curing agentused on cement-stabilized granular base

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成果类型：

期刊论文

作者：

Jianbo Yuan;Taoyu Zhang*;Jialiang Yao

通讯作者：

Taoyu Zhang

作者机构：

[Yuan J.] Chengnan College, Changsha University of Science and Technology, Hunan, Changsha, 410076, China

[Zhang T.] School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Hunan, Changsha, 410114, China

Key Laboratory of Road Structure and Material of Ministry of Transport, Changsha, 410114, China

[Yao J.] School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Hunan, Changsha, 410114, China, Key Laboratory of Road Structure and Material of Ministry of Transport, Changsha, 410114, China

通讯机构：

[Taoyu Zhang] S

School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Hunan, Changsha, China

语种：

英文

关键词：

Cement concrete base;Friction permeability coefficient;Isolation layer;Waxed curing agent

期刊：

Innovative Infrastructure Solutions

ISSN：

2364-4176

年：

2016

卷：

期：

页码：

1-9

DOI：

10.1007/s41062-016-0028-5

基金类别：

This research was supported by the National Natural Science Foundation of China under Grants 51578080, 51178064, 51302020 and the Transportation Department of Hunan Province, No. 201301.

机构署名：

本校为第一且通讯机构

院系归属：

交通运输工程学院

城南学院

摘要：

Based on the analysis in the mechanism of emulsion wax curing agent (EWCA) which was regarded as bond-breaking layer of concrete pavement, tests for shear stress, penetration test, pendulum friction coefficient test and sliding friction coefficient test are operated. Indexes for tests are measured after the spraying of EWCA on cement-stabilized granular base (CSGB). Compared with base do not have bond-breaking layer, test results indicated that bond stress, friction coefficients and permeability coefficients had been separately reduced by 64, 6...

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Experimental study and isolation mechanism analysis on emulsion wax curing agentused on cement-stabilized granular base

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