GENERALIZED SOLUTIONS OF AXIALLY AND LATERALLY LOADED PILES IN ELASTO-PLASTIC SOIL

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概要

• 論文の詳細を見る

• Response of individual piles to externally applied loads is one of the most complex soil-structure interaction problems in the field of foundation engineering. For any realistic analysis of this problem, it is essential to take into account both the elastic and plastic properties of the soil, as both these states occur along the embedded length of the pile. Herein, analysis and results are presented for the problem of axially and laterally loaded piles, taking into account elasto-plastic nature of the soil for both cohesive and cohesionless soils. The results indicate that the flexural behaviour of laterally and axially loaded pile in an elasto-plastic soil is considerably influenced by type of variation of plastic resistance, soil modulus variation and the boundary conditions at the top.

• 社団法人地盤工学会の論文
• 1973-12-15

著者

• Kameswara Rao

  Department Of Civil Engineering Iit Kanpur

• VALSANGKAR A.J.

  Department of Civil Engineering, Indian Institute of Technology, Kanpur

• BASUDHAR P.K.

  Department of Civil Engineering, Indian Institute of Technology

• Valsangkar A.j.

  Department Of Civil Engineering Indian Institute Of Technology

• Basudhar P.k.

  Department Of Civil Engineering Indian Institute Of Technology

• Kameswara Rao

  Department of Chemistry, Indian Institute of Technology

関連論文

• GENERALIZED SOLUTIONS OF AXIALLY AND LATERALLY LOADED PILES IN ELASTO-PLASTIC SOIL
• VERTICAL DISPLACEMENTS AT DIFFERENT DEPTHS BELOW LOADED AREA
• ANALYSIS OF CULVERT APPROACHES WITH PILES OF VARYING LENGTH
• THE STABILITY OF A TRAPDOOR
• OPTIMAL LOWER BOUND BEARlNG CAPACITY OF STRIP FOOTINGS
• DISPLACEMENTS FROM LOADS OVER RECTANGULAR AREAS

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