Analysis on the Mechanical Strength of the Cement Stabilized
Gravel by Different Molding Methods

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (1): 60-63.

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Analysis on the Mechanical Strength of the Cement Stabilized Gravel by Different Molding Methods

LIU Yan-yan¹，HUANG Zhong-wen²，HU Li-qun³

1. School of Continue Edication，Chongqing Jiaotong University，Chongqing 400074，China; 2. Highway Management Bureau of Guangxi Chuang Nationality Autonomous Region，Nanning 530028，Guangxi，China; 3. Chang'an University，Xi'an 710064，Shaanxi，China

Received:2010-11-02 Revised:2010-12-06 Online:2011-02-15 Published:2015-01-22

水泥稳定碎石基层不同成型方式下力学强度分析

刘燕燕¹，黄中文²，胡力群³

1.重庆交通大学继读教育学院，重庆 400074; 2.广西壮族自治区公路管理局，广西南宁 530028; 3.长安大学，陕西西安 710064

作者简介:刘燕燕( 1981—) ，女，重庆人，博士研究生，主要从事路基路面及道路建材方面研究。E-mail: lyan226@hotmail.com。

Abstract

Abstract: Aiming at the current condition that different mold methods of the cement stabilized gravel lead to different contacts and bonding conditions between layers，the shear stress of cement stabilized gravel between the upper and lower layers are studied under this condition，and the flexural strength of cement stabilized gravel beam specimens is also achieved． Compared with the spray cement slurry between the upper and lower layers as well as the directly layered molding，the shear strength of once-forming layer is greatly increased; compared with layered molding specimens and interface contamination specimens as well as the once-molding specimens，the integrity of specimen is decreased，meanwhile，the flexural tensile strength is also decreased．

Key words: highway, cement stabilized gravel base, molding method, mechanical strength

摘要： 针对目前水泥稳定碎石基层不同成型方式导致层间不同接触与黏结情况，研究了在这些条件下水泥稳定碎石上下基层层间剪切力大小，以及水泥稳定碎石梁式试件抗弯拉强度。结果表明: 与层间铺洒水泥浆和直接分层成型试件相比，一次成型试件抗剪强度大大增加; 分层成型和界面受到污染试件与一次成型试件比较，试件整体性下降，弯拉强度降低。

关键词: 公路, 水泥稳定碎石基层, 成型方式, 力学强度

CLC Number:

U416.214

LIU Yan-yan，HUANG Zhong-wen，HU Li-qun. Analysis on the Mechanical Strength of the Cement Stabilized Gravel by Different Molding Methods[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(1): 60-63.

刘燕燕，黄中文，胡力群. 水泥稳定碎石基层不同成型方式下力学强度分析[J]. 重庆交通大学学报（自然科学版）, 2011, 30(1): 60-63.

References

［1］胡力群，沙爱民．水泥稳定碎石基层整体成型方法的对比［J］．筑路机械及施工机械化，2010，27(6):45－47．
HU Li－qun，SHA Ai－min．Comparison of full－depth shapingmethods of cement stabilized macadam base course［J］．ConstructionMachinery ＆ Construction Technology，2010，27 (6 ):45－47．
［2］ JTJ 034—2000 公路路面基层施工技术规范［S］．北京: 人民交通出版社，2000．
JTJ 034—2000 Highway Pavement Base Construction Specifications［S］．Beijing: China Communications Press，2000．
［3］熊健．基于FWD 的大厚度半刚性基层层间接触状态分析［D］．长沙: 长沙理工大学，2008．
XIONG Jian．Analysis of Interfacial Contact Condition of Semi －rigid Base with Large Thickness Based on FWD［D］．Changsha:Changsha University of Science ＆ Technology，2008．
［4］黄仰贤．路面分析与设计［M］．北京: 人民交通出版社，1998．
HUANG Yang－xian．Pavement Analysis and Design［M］．Beijing:China Communications Press，1998．
［5］周书林．大厚度半刚性基层层间结合技术室内试验研究［J］．西部交通科技，2009(10):28－33．
ZHOU Shu－lin．The study on the indoor test of heavy semi－rigidinter-layer integrated technique［J］．West China CommunicationsScience ＆ Technology，2009(10):28－33．
［6］陈祥．大厚度半刚性基层沥青路面结构计算及其层间处理技术研究［D］．长沙: 长沙理工大学，2006．
CHEN Xiang．The Research on Calculation and Treated Technologyof Interface about Large thickness of semi-rigid base asphaltpavement ［D］．Changsha: Changsha University of Science ＆Technology，2006．
［7］沙爱民．半刚性路面材料结构与性能［M］．北京: 人民交通出版社，1998．
SHA Ai－min．Semi-rigid Pavement Material Structure and Properties［M］．Beijing: China Communications Press，1998．
［8］ JTG E 30—2005 公路工程水泥及水泥混凝土试验规程［S］．北京: 人民交通出版社，2000
JTG E 30—2005 Highway Engineering Cement and Concrete TestSpecifications［S］．Beijing: China Communications Press，2000．

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Analysis on the Mechanical Strength of the Cement Stabilized Gravel by Different Molding Methods

水泥稳定碎石基层不同成型方式下力学强度分析

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