EFFECT OF TEMPERATURE ON SHEAR STRENGTH AND YIELDING BEHAVIOR OF SOFT BANGKOK CLAY

スポンサーリンク

概要

• 論文の詳細を見る

• This paper presents the results of an intensive laboratory study carried out on undisturbed soft Bangkok clay specimens to investigate the effect of temperature on shear strength and yielding behavior especially in states wetter than critical condition. Modified triaxial apparatus that can handle elevated temperature up to 100℃ has been used in this study. The experimental program includes series of drained and undrained compression triaxial tests, and isotropic and anisotropic consolidation tests conducted at different temperature levels (25, 70, 90℃). The results of the experimental program were analyzed in light of the definitions of the critical state soil mechanics theory. The outcomes of this study provide useful test results and thorough understanding that can enhance the constitutive modeling of saturated fine grained soils behavior under elevated temperatures.

著者

• Bergado Dennes

  Geotechnical And Geoenvironmental Engineering School Of Engineering And Technology Asian Institute O

• Abuel-naga Hossam

  Department Of Civil Engineering Monash University

• Lim Bee

  Geotechnical And Geoenvironmental Engineering School Of Engineering And Technology Asian Institute O

関連論文

• EFFECT OF TEMPERATURE ON SHEAR STRENGTH AND YIELDING BEHAVIOR OF SOFT BANGKOK CLAY
• PREDICTION OF PULLOUT RESISTANCE AND PULLOUT FORCE-DISPLACEMENT RELATIONSHIP FOR INEXTENSIBLE GRID REINFORCEMENTS

スポンサーリンク