THREE-DIMENSIONAL CONSOLIDATION OF A SATURATED CLAY UNDER MODEL FOOTINGS

スポンサーリンク

概要

• 論文の詳細を見る

• Magnitudes and rates of settlements predicted by the one-dimensional theory seldom coincide with observed values. Of the many attempts made to improve the accuracy of theoretical predictions, Biot's poroelastic three-dimensional theory stands out.This paper presents an attempt made to verify the validity of different theories experimentally. Two circular, one rectangular and one square rigid model footings resting on the surface of saturated clay beds were loaded to an intensity of 0.5 kg/cm^2. Settlements in and outside the loaded region were recorded. The magnitudes and rates of settlements predicted from various theories were compared with observed values.While there were no significant errors in the magnitudes, rates predicted by the one-dimensional theory were found to be much lower than the observed values and those predicted from Biot's theory were very close.

• 社団法人地盤工学会の論文
• 1975-03-15

著者

• Ratnam M.v.

  Department Of Civil Engineering Regional Engineering College

• SHANKER N.BABU

  Department of Civil Engineering, Regional Engineering College

• RAO A.SRIRAMA

  Department of Civil Engineering, College of Engineering

• Shanker N.babu

  Department Of Civil Engineering Regional Engineering College

• Rao A.srirama

  Department Of Civil Engineering College Of Engineering

関連論文

• THREE-DIMENSIONAL CONSOLIDATION OF A SATURATED CLAY UNDER MODEL FOOTINGS

スポンサーリンク