THE STABILITY OF A TRAPDOOR

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概要

• 論文の詳細を見る

• The technical note is related to the prediction of lower bound stability numbers of a trapdoor embedded in a saturated homogeneous cohesive soil under undrained conditions, using discrete elements in conjunction with nonlinear programming. For various embedment ratios, the effect of the mesh pattern on the results has been studied and generalized mesh patterns have been proposed for both shallow and deep trapdoors. A comparison of the results with those available in the literature reveals that for deep trapdoors the present method gives better lower bounds and for shallow trapdoors the results are in good agreement.

• 社団法人地盤工学会の論文
• 1995-09-15

著者

• Basudhar P.k.

  Department Of Civil Engineering Indian Institute Of Technology

• SINGH D.N.

  Department of Civil Engineering, Indian Institute of Technology

• 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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