MODEL PILE GROUP SUBJECTED TO CYCLIC LATERAL LOAD

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概要

• 論文の詳細を見る

• A 4-pile group of vertical, fiexible piles embedded in dense sand was subjected to cyclic lateral load, with and without vertical load acting on cap. Conditions of free rotation and no rotation of the cap were imposed. A single pile was also tested. Effect of cyclic load on horizontal deflection, rotation of cap and moments induced in the piles has been investigated. The deflection, rotation and moment were observed to increase at a decreasing rate with cyclic loading. Cap restraint reduced the corresponding changes. Effect of vertical load was not of significance.

• 社団法人地盤工学会の論文

著者

• Prakash Shamsher

  Soil Dynamics University Of Roorkee

• Prakash Shamsher

  Soil Dynamics School Of Research And Training In Earthquake Engineering University Of Roorkee

• SINGH ALAM

  Civil Engineering Department, University of Jodhpur

• Singh Alam

  Civil Engineering Department University Of Jodhpur

関連論文

• BEARING CAPACITY OF FOOTINGS UNDER INCLINED LOADS
• MODEL PILE GROUP SUBJECTED TO CYCLIC LATERAL LOAD

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