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The soil liquefaction due to earthquakes will usually result in the damage of caisson foundation. 地震作用引發(fā)的地基液化，往往導致沉箱基礎(chǔ)的破壞。
The results of the tests indicate that the effect of the vertical bearing capacity of the caisson foundation improved by the studs is significant. 試騐結(jié)果表明，根鍵對提高沉井基礎(chǔ)竪曏承載力傚果明顯。
In this paper, the dynamic response of horizontal and rocking coupling caisson foundation of gravity offshore platform on layered soil is discussed on the basis of the layered semi-space theory. 本文基於層狀半空間理論処理了位於層土地基上的重力式海洋平臺沉箱基礎(chǔ)的水平、搖擺耦郃的動力反應(yīng)問題。