関東ロームの長期沈下特性に関する研究 : 長期平板載荷試験結果について

概要

論文の詳細を見る
This study is concerned with relationship between pressure and settlement observed from long-term elate loading tests on Kanto Loam. Conclusions are as follows ; (1) Settlement of Kanto Loam consists mainly of an initial, transient and Creep settlement. (2) Both of transient and creep settlement, after initial settlement, can be put on linear line when these settlements plotted on semi-logarithmic graph by taking time factor logarithm. (3) Rate of settlement in condition of transition and creep depend on unit weight, elastic modulus of Kanto Loam, plate width and depth of plate. (4) Predicting rate of creep settlement after 10 years is nearly equal to 10〜80 per cent of the initial settlement in long-term plate loading tests.
社団法人日本建築学会の論文
1987-06-30