OPTIMAL LOWER BOUND BEARlNG CAPACITY OF STRIP FOOTINGS

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概要

• 論文の詳細を見る

• The paper deals with the prediction of lower bound bearing capacity of smooth (surface) and rough (embedded) strip footings based on finite elements and nonlinear programming. For embedded footings the influence of mesh pattern on the solution has been highlighted. The analysis is conducted for different values of the dimensionless parameter G(γB/2C) and φ values. The results so obtained are compared with the reported limit analysis, limit equilibrium and finite element solutions. For φ=0 case the predictions using the present analysis are in very close agreement with the available solutions, but as φ increases the difference from the known solutions also increases.

• 社団法人地盤工学会の論文
• 1993-12-15

著者

• BASUDHAR P.K.

  Department of Civil Engineering, Indian Institute of Technology

• Basudhar P

  Indian Inst. Technol. Kanpur Ind

• Basudhar P.k.

  Department Of Civil Engineering Indian Institute Of Technology

• SINGH D.N.

  Department of Civil Engineering, Indian Institute of Technology

• Singh D

  Indian Inst. Technol. Bombay Ind

• Singh D.n.

  Department Of Civil Engineering Indian Institute Of Technology

関連論文

• GENERALIZED SOLUTIONS OF AXIALLY AND LATERALLY LOADED PILES IN ELASTO-PLASTIC SOIL
• ANALYSIS OF CULVERT APPROACHES WITH PILES OF VARYING LENGTH
• THE STABILITY OF A TRAPDOOR
• OPTIMAL LOWER BOUND BEARlNG CAPACITY OF STRIP FOOTINGS

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