寒区破碎岩体隧道冻胀力室内对比试验研究

根据相似理论,以曲墙式、直墙式和圆形衬砌为例,通过模型试验方法研究了寒区破碎岩体隧道在不同约束条件和冻结深度下衬砌所受法向冻胀力(以下简称冻胀力)的量值和分布规律.结果表明:冻结深度越大,冻胀力越大;顶端约束越强,冻胀力越大.对于曲墙式和直墙式衬砌,顶端约束对拱部和仰供处冻胀力影响较大,对边墙处冻胀力影响较小;对于圆形衬砌,顶端约束对整个衬砌所受冻胀力影响程度相差不大;直墙式衬砌受冻胀力的量值最大,圆形衬砌受冻胀力量值最小.对于3种衬砌结构,最大冻胀力均发生在仰供脚处.试验数据与现场测试数据基本吻合,说明试验有较好的准确性.     

冻融过程中土体水热力耦合作用理论和模型研究进展

随着冻土地区基础设施建设加快,冻害已成为寒区工程建设中迫切需要解决的问题.造成冻害现象的主要原因是土体的冻胀和融沉,而冻融过程受控于土体温度场、水分场、应力场及其变化规律.深入开展水热力耦合作用机理的研究对解决实际工程冻害问题具有重要的指导意义.对国内外在水热力耦合作用机理、耦合作用方程方面的研究进行了综评,指出了各种研究结果之间差异、不同冻胀模式建立的依据、研究方法以及适用条件,分析了目前冻融过程中土体水热力耦合作用理论和模型研究中存在的问题,提出了今后研究发展的方向.     

湛江初冬凝霜特征分析

本文应用历史天气图及单站气象资料 ,分析低纬湛江地区初冬凝霜的天气特征。结果表明 ,湛江地区初冬霜冻与从偏西路爆发南下的寒潮关系密切。在寒潮爆发环流形势下 ,蒙古高压达1 0 6 0hPa以上 ,主力经银川以西 ,进入川、滇、黔、桂、粤、琼 ,并在 35°N以南形成“靴”型场的冷空气 ,在湛江地区最易形成霜 ,冷中心越强 ,锋前雨日越多 ,锋后偏北气流持续越久 ,越是有利冷空气积聚的地方 ,霜期、霜冻越长、越重。从中的一些指标 ,可供天气预报参考     

我国江淮流域近40年异常初终霜冻的分析

该文用地面最低温度资料，以≤0℃作为霜冻指标，定量地确定出现异常霜冻的判别标准，研究了近40年初终霜冻异常的气候特征。结果表明:初终霜冻的异常明显存在地区差异。其变化周期以2～3年和准12年最普遍。其偏离均值大致有两种波型:反向变化和同向变化。前者在淮河流域较突出，后者在长江流域较普遍。当其出现反向变化趋势，且二者偏离均值达最大时，该时期为初霜冻异常偏早(偏晚)，终霜冻异常偏晚(偏早)的活跃期。同样，当初、终霜冻出现同向变化时，初、终霜冻异常活路期亦呈现同向变化。     

Temporal and spatial variations in periglacial soil movements on alpine crest slopes

This paper describes up to ten years of continuous monitoring of frost heave, creep and associated parameters on high mountain crest slopes in the Japanese and Swiss Alps, aiming to evaluate spatial and interannual variations in the rates and controls of soil movement. Shallow frost creep re?ecting diurnal frost heave activity dominates the crest slopes that lack a vegetation mat and have a thin debris mantle with good drainage. Seasonal frost heave activity can induce slightly deeper movement where ?ne soil exists below the depth reached by diurnal freeze–thaw penetration, although the shallow bedrock impedes movements below 20 cm depth. As a result, downslope velocity pro?les display strong concavity with surface velocities of 2–50 cm a^?1. The frost creep rates vary spatially, depending on the soil texture, slope gradient, frequency of temperature cycling across 0 °C and moisture availability during freeze–thaw periods. Soil movements recur in every freeze–thaw period, although with some interannual variations affected by the length of seasonal snow cover and the occurrence of precipitation during freeze–thaw periods. The Swiss Alps encounter more signi?cant interannual variations than the Japanese Alps, re?ecting the large variability of the annual snow regime. Copyright © 2005 John Wiley & Sons, Ltd.     

不同初始饱水状态红砂岩冻融损伤差异性研究

借助于红砂岩冻融循环CT扫描试验，从扫描层面内不同的感兴趣区域内CT均值数大小及其变化以及CT图像，对4种典型的不同初始饱水状态红砂岩进行冻融循环条件下损伤扩展差异性研究。研究结果表明，对于初始损伤相同的岩石，初始饱水状态将决定冻融循环对其损伤扩展的影响程度。     

云南春季低温标准的研究

在参考了国内许多文献针对各地农业提出的不同的低温冷害指标和经过大量的统计分析的基础上,根据实际业务需要提出了新的云南春季低温标准,并与旧标准中的“倒春寒”和晚霜冻指标进行了对比分析。     

武威地区霜冻预报系统

对１９８５—１９９５年历史天气图资料和本地预报经验综合诊断分析，分型建立霜冻预报推理模式，在５８６微机上实现预报业务自动化流程，试报效果良好。     

砂-砂砾换基防治渠道冻胀的研究

本文依据140组渠道工程上的实测数据,建立了残留冻胀率与换填比间的定量关系,据此得出了在地下水深埋和浅埋两种情况下,不同土质所要求的换填比。同时根据冻胀试验场220组粗粒土敏感性试验资料得出,当冻层与地下水距离大于或小于50cm时,应分别控制砂砾料内含土量不大于10％和5％。文末提出了防治砂砾料被含砂渠水污染及设立排水设施以保证换填防冻效果的两项措施。     

土的力学性质对冻胀力影响的试验研究

Frost heaving stresses are a result of thermal, mechanical, and chemical forces. The process is complicated, and despite numerous publications on the subject, as yet there is no clear consensus on the model of mechanical interaction for soil freezing. Frost heaving stresses depends on mechanical properties of soil and conditions of measurements. Mechanical equilibrium between water, ice and soil particles based on the generalized Clapeyron equation and deformability of the components is considered. Increase of volume of freezing soil due to water flow to freezing fridge and phase transfer affects surrounding soil layers and appears to be the major reason of change of stress-strain conditions. A simplified model of mechanical interaction between soil and engineering construction is proposed. Experimental results of study of frost heaving forces by sensors of variable frigidity are presented. The experiments with different types of soil in conditions of open and close system were performed to provide a basis for the model and further estimations. Ongoing improvements and possible applications are discussed.