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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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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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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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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A Compact Aperture-Slot Antipodal Vivaldi Antenna for GPR Systems. [PDF]
Shen F, Yang N, Xia C, Wan T, Kang J.
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Experimental investigation of bio-improved laterite for use as a subgrade material in road construction. [PDF]
Sani RO, Ogunro TV, Akinwumi II.
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Experimental study on water-heat-salt migration and deformation characteristics of subgrade filler during freeze-thaw cycles in Northwestern China. [PDF]
Mu H, Zhao W, Wang R, Zhang K.
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Intelligent identification of ballastless track subgrade settlement based on vehicle-rail vibration data. [PDF]
Li C, Guo Y.
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Influence mechanism exploration and machine learning prediction of loess compression deformation coefficient under multi-factor coupling effects. [PDF]
Zhou W, Deng C, Wang J.
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