严寒地区高速铁路级配碎石水热稳定性与变形控制研究

季节冻土 级配碎石 冻融循环 冻胀
刘建坤 2014-01 项目
The study will focus on the frost heave microdeformation and control mechanism of the grading macadam of railway subgrade bed for high-speed railway in seasonal freezing regions. Combined with the influence of temperature, moisture and character of loading, the hydrothermal stability of high compactness degree grading macadam and caused frost heave microdeformation will be examined by a serial of laboratory experiments.This kind of microdeformation has a crucial impact on the operation of high-speed railway.Research by freeze-thaw tests,microscopic observations and model tests, the microdeformation mechanism of grading macadam due to the different temperature variation, water transference and loads will be analysed. Then the corresponding models will be established.This study will have significant importance for highspeed railway or highway construction in freezing regions, it is actually a new direction in frozen soil engineering study.
本课题主要研究严寒地区高速铁路路基基床级配碎石填料的微变形与控制原理。在考虑温度、含水率及荷载变化的基础上,主要开展高压实状态下级配碎石在冻融过程中其内部水热运移规律和由此引起的微变形的研究。寒冷地区级配碎石的这种微变形对高速铁路的运营有着至关重要的影响。课题将通过冻融试验、微观观察和模型试验等手段,查清温度变化、水分变化条件和载荷作用下级配碎石微变形机理,建立相应模型;考虑冻胀对轨道板的作用,建立动力相互作用模型,用于指导严寒地区高速铁路设计与养护。级配碎石内冻胀微变形在以前的研究工作中未受到充分的重视,也是目前严寒地区高速铁路建设中发现的新问题, 此方面的研究成果将对冻土力学学科做出特殊贡献,对严寒地区高速铁路的建设具有重要的意义。