BEARING CAPACITY OF STRIP FOOTING ON ANISOTROPIC AND NONHOMOGENEOUS CLAYS

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概要

• 論文の詳細を見る

• Limit analysis (upper bound) has been applied for bearing capacity of strip footing on anisotropic and nonhomogeneous clays, by assuming a mechanism similar to Prandtl mechanism but with varying wedge angles. N_c values for different anisotropic coefficients and degrees of nonhomogeneity are given. The results confirm the fact that the bearing capacity of nonhomogeneous and anisotropic clays obtained by assuming a circular slip surface is on the higher side of the actual value.

• 社団法人地盤工学会の論文
• 1981-03-15

著者

• Reddy A.siva

  Civil Engineering Department Of Civil Engineering Indian Institute Of Science

• Reddy A.siva

  Civil Engineering Indian Institute Of Science

• RAO K.N.VENKATAKRISHNA

  Department of Civil Engineering, Indian Institute of Science

• Rao K.n.venkatakrishna

  Department Of Civil Engineering Indian Institute Of Science

• Rao K.N.Venkatakrishina

  Department of Civil Engineering, Indian Institute of Science

• Reddy Annapareddy

  Civil Engineering, Department of Civil Engineering, Indian Institute of Science

関連論文

• BEARING CAPACITY OF STRIP FOOTING ON ANISOTROPIC AND NONHOMOGENEOUS CLAYS
• BEARING CAPACITY OF STRIP FOOTING ON c-ψ SOILS EXHIBITING ANISOTROPY AND NONHOMOGENEITY IN COHESION

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