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Cited by 14 publications
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References 36 publications
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“…The changes in pore water pressure in the heating and shearing process could lead to the decrease in Su. This subject is consistent with the results of previous study (Campanella and Mitchell 1968;De Bruyn and Thimus 1996;Yu et al 2018) conducted on saturated clay.…”
Section: Pore Water Pressure At Different Temperaturessupporting
confidence: 93%
“…The changes in pore water pressure in the heating and shearing process could lead to the decrease in Su. This subject is consistent with the results of previous study (Campanella and Mitchell 1968;De Bruyn and Thimus 1996;Yu et al 2018) conducted on saturated clay.…”
Section: Pore Water Pressure At Different Temperaturessupporting
confidence: 93%
“…In contrast with the result of soft Bangkok clay, 30-40 % reduction in shear strength of Boom clay by raising temperature from 20 to 80°C is reported in [68] using triaxial undrained shear test. Failure envelope of Boom clay in pʹ-q plane and slope of critical state line (M) was also studied and, similar to result of Cekerevac and Laloui [52], the independency of M with temperature change was seen.…”
Section: Strengthcontrasting
confidence: 70%
“…Nevertheless, totally at the end of heating, decrease in cohesion was observed. In contrast, Boom clay exhibited rather different behavior and sharp decrease in cohesion by temperature raise from 20 to 80°C is reported [68]. It worth to note the difference between testing apparatus and material as well as temperature range for these results.…”
Section: Cohesion (C) and Friction Angle (ϕ)mentioning
confidence: 67%
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