AN EXTENSION OF THE PARTICULATE MODEL OF STABILITY ANALYSIS FOR MUDFLOWS

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概要

• 論文の詳細を見る

• Mudflows, debris flows and solifluction sheets are shallow instability forms with a distinct texture, this being a mixture of clay or rock lumps and a soft matrix of mud. The general equations of a new approach, previously introduced in a limited version, designed to calculate the stability of this type of mixture when located on a slope are presented. The new approach takes into consideration the particulate structure of the mixture as well as the shear strength provided by the lumps and the muddy matrix. Using the new approach, the least slope angles at which two reported mudflows got mobilized in the field were predicted well.

• 社団法人地盤工学会の論文
• 1989-09-15

著者

• Vallejo Luis

  Department Of Civil Engineering 949 Benedum Hall University Of Pittsburgh

• Vallejo Luis

  Department Of Civil And Environmental Engineering University Of Pittsburgh

• VALLEJO LUIS

  Department of Civil Engineering, 949 Benedum Hall, University of Pittsburgh

関連論文

• THE RELATIONSHIP BETWEEN THE FRACTAL DIMENSION AND KRUMBEIN'S ROUNDNESS NUMBER
• AN EXTENSION OF THE PARTICULATE MODEL OF STABILITY ANALYSIS FOR MUDFLOWS
• SHEAR STRESSES AND THE HYDRAULIC FRACTURING OF EARTH DAM SOILS
• LATERAL LOADS ON OFFSHORE STRUCTURES EXERTED BY SUBMARINE MUDFLOWS
• DETERMINATION OF THE SHEAR STRENGTH PARAMETERS ASSOCIATED WITH MUDFLOWS
• ANALYSIS OF CRUSHING OF GRANULAR MATERIAL UNDER ISOTROPIC AND BIAXIAL STRESS CONDITIONS

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