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Cited by 102 publications
(24 citation statements)
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“…These effects can substantially reduce the strength and bearing capacity of the foundation soil (Aldaood et al, 2014;Kamei et al, 2012;Wang et al, 2007). According to Lee et al (1995) cohesive soils with a uniaxial compression strength (UCS) <55 kPa exhibit negligible freezing-thawing effects while soils with a UCS >103 kPa exhibit a decrease of more than 50% in resilient modulus due to the freezing-thawing process.…”
Section: Accepted Manuscriptmentioning
confidence: 95%
“…These effects can substantially reduce the strength and bearing capacity of the foundation soil (Aldaood et al, 2014;Kamei et al, 2012;Wang et al, 2007). According to Lee et al (1995) cohesive soils with a uniaxial compression strength (UCS) <55 kPa exhibit negligible freezing-thawing effects while soils with a UCS >103 kPa exhibit a decrease of more than 50% in resilient modulus due to the freezing-thawing process.…”
Section: Accepted Manuscriptmentioning
confidence: 95%
“…The different freezethaw status maybe affects the sediment transport capacity of water flow under a given water flow hydraulics. Soil freeze-thaw process also decreases soil shear strength and hence increases soil erosion (Ferrick & Gatto, 2010;Kamei, Ahmed, & Shibi, 2012;Øygarden, 2000). Formanek, Mccool, and Papendick (1984) reported that a freeze and thaw cycle decreased soil strength by about 50%.…”
Section: Introductionmentioning
confidence: 99%
“…erefore, the recycling of WG and the utilization of its recycled plaster are necessary to reduce the plaster of Paris consumption, reduce cost, save energy, and protect the environment. However, the recycling of WG is insufficient, and a great loss of resources considering the gypsum is only limited as an auxiliary material for producing cement [6], reinforcing soft soil [9][10][11][12], and ceramic products [13].…”
Section: Introductionmentioning
confidence: 99%