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- Discussion on the calculation of frost heaving force in tunneling in high elevation and bitter cold region 关于严寒地区隧道冻胀力计算的讨论
- Frost heaving force to be calculated in inverse order from the unstability of the steel pipe in the hydrologic observation hole 由水文观测孔钢管失稳反算地层冻胀力
- salt expansion and frost heave force 盐胀和冻胀力
- frost heaving force 冻胀
- horizontal frost heaving force 水平冻胀力
- Critical water content of frost heaving. 土壤开始产生冻胀时的临界含水率。
- A DISCUSSION ON FROST HEAVE FORCE ACTING ON TUNNEL LINING 隧道衬砌冻胀压力问题初探
- Experiment and Analysis of the Earth Pressure (Frost Heaving Forces) on L-Type Retaining Wall in Permafrost Regions 多年冻土地区L型挡土墙土压力(冻胀力)的分析与试验
- Experimental Study of Influence of Mechanical Properties of Soil on Frost Heaving Forces 土的力学性质对冻胀力影响的试验研究
- Magnitude and Distribution of Frost Heave Force for Cold Region Strong Rock Tunnels 寒区硬岩隧道冻胀力的量值及分布规律
- This paper analyzes the causations of frost heaving of road and conformation building in cold area. 对寒冷地区出现的道路、构造物冻胀现象进行了分析,阐述了冻胀产生的原因,并提出了几项防止冻胀的措施。
- The surface amount of frost heaving is an integral of frost heaving ratio along the full freezing depth. 认为地表冻胀量是冻胀率沿整个冻深的叠加;法向冻胀力则是在冻结锋面上冻胀应力沿基础影响范围之内的积分。
- The disease of subgrade in permafrost region was mainly induced by frost heaving and thawing circulation of frozen soils because of change of seasons. 摘要多年冻土地区路基病害主要由冻土土体在季节变化条件下的冻融循环造成的。
- And the equation of bivariate linear regression between frost heaving ratio and water content、compactness is established . 建立了冻胀率与含水量和压实度的二元线性回归方程。
- Research about salt and frost heaving is helpful to further know the engineering properties of sulfate (sulfurous) saline soil. 对盐胀和冻胀规律的研究有助于深入认识硫酸（亚硫酸）盐渍土的工程性质。
- Frost heave force 冻胀力
- value of frost heave force 冻胀力力值
- Resultant differential frost heaving and/or thaw settlement and other unpredictable causes might lead to pipeline rupture, erosion and consequent oil spilling. 受力不均匀对管道造成机械性破坏，管道破裂、泄漏现象不断发生。
- The calculations show that the frost-heaving zone causes damage directly to an embankment, different sensitivity of frost-heaving zone will bring different damage, and the freezing zone under a pavement is a sensitive frost heaving zone. 结果表明：冻胀带的存在是引起路基病害的直接原因，不同冻胀带范围将引起路基产生不同类型及不同规模的破坏，位于路面以下的冻胀带属于敏感冻胀带范围。
- Macrograph Analysis about Subsoil Frost Heaving 地基土冻胀的宏观分析
