Freezing-thawing, changes the properties of soil due to the phase change of the water in the soil body. Freezing-thawing cycles in the soil have been studied for several decades including extensive laboratory research. In this study, the main focus is thawing based on laboratory investigation. The soil used in the laboratory study is taken from a minor
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Study on mix proportions and mechanical properties of controlled low strength material (CLSM) using river sludge. [PDF]
Zhu J, Li L, Huang Z, Xu H.
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Study on Compression Properties and Construction Applications of Loess Filling Materials for High Embankments Along G85 Expressway in Eastern Gansu Province. [PDF]
Sun W +6 more
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Integrated cold resistance subgrade system utilizing oil shale waste and XPS insulation for sustainable infrastructure in seasonal frozen regions. [PDF]
Han L, Gao Y.
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Mechanistic and comparative laboratory assessment of lime dosage and uniaxial geogrid on the strength and durability of classified lateritic subgrade. [PDF]
Imoh UU +3 more
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Engineering properties of expansive soil stabilized with barley husk ash and lime: case study of Jimma town subgrade soils. [PDF]
Balcha A +3 more
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Mechanical properties and microscopic features of LBM-GGBS solidified saline soil in seasonally frozen areas. [PDF]
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Effect of Freeze-Thaw Cycles (FTCs) on the Mechanical Behavior of Highway Clay Subgrade Soils Stabilized with Lime and Polypropylene Fibers. [PDF]
Şengül T, Vitoşoğlu Y.
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Study on the rationality of the construction scheme for cement-stabilized macadam base course. [PDF]
Liu J, Ma S, Li Z, Wang L.
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