BEARING CAPACITY OF FOOTINGS UNDER INCLINED LOADS

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概要

• 論文の詳細を見る

• A set up for footings under inclined loads has been described. Loads could be applied either (i) at an angle with vertical on a footing with horizontal base or (ii) normal to the footing with its base inclined with the horizontal.Typical observations on load, displacement, tilt and ultimate load carrying capacity of three footings on sand are also described. Mechanism of failure surface were also studied.

• 社団法人地盤工学会の論文

著者

• Murty A.

  Central Road Research Institute

• SARAN SWAMI

  Civil Engineering, University of Roorkee

• PRAKASH SHAMSHER

  Soil Dynamics, School of Research and Training in Earthquake Engineering, University of Roorkee

• Saran Swami

  Civil Engineering University Of Roorkee

• Prakash Shamsher

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

関連論文

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

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