干旱区生态环境知识资源中心(Arid): 无砟轨道粗颗粒盐渍土路基设计方法

Arid

	无砟轨道粗颗粒盐渍土路基设计方法
其他题名	Design methods of coarse grained saline soil subgrade in ballastless track
	陈伟志; 李安洪; 李楚根; 吴沛沛; 丁兆峰
来源期刊	水文地质工程地质
ISSN	1000-3665
出版年	2017
卷号	44 期号:6 页码:58-63,69
中文摘要	我国一带一路发展规划中涉及大面积的盐渍土区域,高速铁路线位往往穿越盐质荒漠,沿线不含盐优质路基填料极其匮乏,亟需研究粗颗粒盐渍土作为高速铁路无砟轨道路基填料的可用性。通过技术创新、理论探索,提出了一种无砟轨道粗颗粒盐渍土路基设计方法,内容主要包括采用不同最大粒径、含盐量、溶陷系数及盐胀系数的粗颗粒盐渍土构筑无砟轨道路基,基床底层运用上结构层与下结构层的双结构层进行设计;以基底隔断层、基床隔断层、倒L型防护层、渗水排盐盲沟作为隔盐排盐系统,形成具有堵疏兼备的阻盐、排盐功能;通过容许盐胀变形法对基床底层上结构层、下结构层进行理论计算,确保无砟轨道路基抗隆起变形满足设计要求;对高速列车摩擦力或制动力可能造成基床隔断层复合土工膜产生相对滑移或拉伸破坏,采用最小滑动摩擦系数法进行控制设计。该方法可实现粗颗粒盐渍土在无砟轨道路基领域的首次应用。
英文摘要	A large number of saline soil area is involved in the development program of the Belt and Road Initiatives of China. The alignment of high-speed railway frequently crosses the salty desert,but it is difficult to find the favorable material of subgrade without the salt along alignment. To study the application of coarse grained saline soil in ballastless track subgrade of high-speed railway,a design method of ballastless track of coarse grained saline soil subgrade is derived with technological innovation and theoretical exploration. Different coarse particle size,salinity,subsidence coefficient and salt expansion coefficient of coarse grained saline soil was used to build the ballastless track subgrade. The base bottom layer is designed with the upper structural layer and the lower structural layer. The separation layer of subgrade base and base bed,inverted Ltype protective layer,seepage and drainage ditch are used as a system,which are in charge of resistance salt and drainage salt. To ensure the ascension deformation of ballastless track subgrade to meet the design requirements,the deformation of the upper structural layer and the lower structural layer is calculated with the allowing salt expansion method. To avoid the relative slip or tensile damage of the composite geo-membrane in separation layer caused by the friction or braking force of high-speed train,the minimum sliding friction coefficient is adopted to the design. This method realizes the first application of the coarse grained saline soil in the field of ballastless track subgrade.
中文关键词	无砟轨道 ; 粗颗粒盐渍土 ; 路基结构 ; 双结构层 ; 隔断层
英文关键词	ballastless track coarse grained saline soil subgrade structural double structural layer separation layer
语种	中文
国家	中国
收录类别	CSCD
WOS类目	CONSTRUCTION BUILDING TECHNOLOGY
WOS研究方向	Construction & Building Technology
CSCD记录号	CSCD:6115805
资源类型	期刊论文
条目标识符	http://119.78.100.177/qdio/handle/2XILL650/236729
作者单位	中铁二院工程集团有限责任公司, 成都, 四川 610031, 中国
推荐引用方式 GB/T 7714	陈伟志,李安洪,李楚根,等. 无砟轨道粗颗粒盐渍土路基设计方法[J],2017,44(6):58-63,69.
APA	陈伟志,李安洪,李楚根,吴沛沛,&丁兆峰.(2017).无砟轨道粗颗粒盐渍土路基设计方法.水文地质工程地质,44(6),58-63,69.
MLA	陈伟志,et al."无砟轨道粗颗粒盐渍土路基设计方法".水文地质工程地质 44.6(2017):58-63,69.