An experimental study on the frost heave properties of coarse grained soils

Wang, Tianliang; Yue, Zurun; Ma, Chao; Wu, Zhen

doi:10.1016/j.trgeo.2014.06.007

Cited by 57 publications

(14 citation statements)

References 6 publications

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“…Observation of changes in soil properties and building materials caused by frost is the subject of research activities in several countries, especially the Nordic countries. Research activities are focused mainly on frost heaves (Long et al, 2018;Wang et al, 2014;Zhou et al, 2018), water freezing in porous materials (Kou et al, 2018;Lu et al, 2019;Zhang & Liu, 2018;Bąk & Chmielewski, 2019), thermal-technical parameters of soils and building materials (He et al, 2017;Kömle et al, 2007Kömle et al, , 2010Gnip et al, 2001). Significant results of Canadian research (Fredlund, 2019;Pentland, 2000;Soliman et al, 2008;Tam, 2009) led to the development of the SoilVision software (Fredlund, 2011) which addresses various problematic processes occurring in soils.…”

Section: Introductionmentioning

confidence: 99%

Numerical Modelling of Thermal Regime of Railway Track - Structure With Thermal Insulation (Styrodur)

Ižvolt

Dobeš

Holešová

et al. 2021

Journal of Civil Engineering and Management

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This paper presents the results of numerical modelling of the influence of various factors (geometrical layout of the structural layers of the railway track, climatic factors and ballast fouling) on the freezing of railway track structure with a built-in thermal insulation layer of extruded polystyrene (Styrodur). At the same time, the suitability and expediency of incorporating the thermal insulation layer at the sub-ballast upper surface level (i.e. below the rail ballast construction layer), or at the level of subgrade surface are discussed. Numerical modelling results in the main factors that should be taken into account in the dimensioning of the sub-ballast layers with a built-in thermal insulation layer. Based on the data on the depth of freezing of the railway track structure obtained from numerical modelling, a design nomogram for dimensioning was created and subsequently the influence of the changes of climatic characteristics on the freezing of the railway track structure was then mathematically expressed.

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Section: Introductionmentioning

confidence: 99%

Numerical Modelling of Thermal Regime of Railway Track - Structure With Thermal Insulation (Styrodur)

Ižvolt

Dobeš

Holešová

et al. 2021

Journal of Civil Engineering and Management

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“…The Sanjiang Plain in China is the country's largest inland freshwater wetland region with a total wetland area of 1.14 × 10 4 km 2 [10]. The plain is also one of China's most important grain production regions with a total arable land of 3.67 × 10 of groundwater are used for agriculture irrigation in the Sanjiang Plain, which accounts for 60% of the total groundwater pumpage in the region [11,12].…”

Section: Introductionmentioning

confidence: 99%

Impacts of the 2013 Extreme Flood in Northeast China on Regional Groundwater Depth and Quality

Wang

Zhang

2015

Water

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Abstract:Flooding's impact on shallow groundwater is not well investigated. In this study, we analyzed changes in the depth and quality of a regional shallow aquifer in the 10.9 × 10 4 km 2 Sanjiang Plain, Northeast China, following a large flood in the summer of 2013. Pre-(2008Pre-( -2012 and post-flood records on groundwater table depth and groundwater chemistry were gathered from 20 wells across the region. Spatial variability of groundwater recharge after the flood was assessed and the changes in groundwater quality in the post-flood period were determined. The study found a considerable increase in the groundwater table after the 2013 summer flood across the region, with the largest (3.20 m) and fastest (0.80 m·s 4576 study shows that floods should be managed as water resources to ease the local water shortage as well as shallow groundwater pollution.

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“…After a certain period of time, the soil sample reached a stabilization phase with small change in frozen depth. e rate of frost front advance and maximum frozen depth were found to be dependent on initial moisture content, thermal conductivity, and cooling temperature [43].…”

Section: Frozen Depth and Freezing Speedmentioning

confidence: 96%

Experimental Research on Frost Heave Characteristics of Gravel Soil and Multifactor Regression Prediction

Long

Cen

Cai

et al. 2018

Advances in Materials Science and Engineering

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Gravel soil is usually considered to be insensitive to frost heave. However, many frost heave deformations of foundation in seasonal frozen region indicate that gravel soil may also produce frost heave under certain special conditions. In order to gain a deep insight into the frost heave characteristics of gravel soil, a series of laboratory experiments on one-dimensional frost heave were conducted under the open- and closed-water replenishing condition using an improved experiment apparatus. The influence of various factors including initial moisture content, clay content, compactness, overlying load, and water replenishing on frost-heaving ratio of gravel soil were analyzed. And the basic frost heave characteristics including frost heave amount, frost heave speed, frozen depth, freezing speed, and moisture content distribution after freezing in a gravel soil sample were analyzed. The corresponding mechanisms were also discussed. Results showed that in the open water replenishing condition, there exists a linear relationship between initial moisture content, overlying load, and frost-heaving ratio and a quadratic polynomial relationship between clay content, compactness, and frost-heaving ratio. Frost-heaving ratio in the open water replenishing condition can be found to increase over three times than that under the closed water replenishing condition. Multifactor regression empirical formula was obtained by multiple regression analysis to predict the frost-heaving ratio of gravel soil under certain collocation of factors and levels under the closed water replenishing condition. The significant effects on frost-heaving ratio were, in order, water replenishing > initial moisture content > clay content > compactness > overlying load.

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An experimental study on the frost heave properties of coarse grained soils

Cited by 57 publications

References 6 publications

Numerical Modelling of Thermal Regime of Railway Track - Structure With Thermal Insulation (Styrodur)

Numerical Modelling of Thermal Regime of Railway Track - Structure With Thermal Insulation (Styrodur)

Impacts of the 2013 Extreme Flood in Northeast China on Regional Groundwater Depth and Quality

Experimental Research on Frost Heave Characteristics of Gravel Soil and Multifactor Regression Prediction

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