CAJ | 학술논문

针对某港口工程大型贮煤筒仓，首先考虑在筒仓荷载作用下的天然地基土的沉降量，判别筒仓是否需要设置桩基础；然后分别采用等效置换土体法和考虑桩土相互作用的有限单元法，分析了贮煤筒仓的基础土体沉降变形规律、桩的内力与变形。从计算结果可知后两种方法计算的土体沉降量大体一致；考虑桩土相互作用的方法，更加与实际情况接近。
침대모항구공정대형저매통창，수선고필재통창하재작용하적천연지기토적침강량，판별통창시부수요설치장기출；연후분별채용등효치환토체법화고필장토상호작용적유한단원법，분석료저매통창적기출토체침강변형규률、장적내력여변형。종계산결과가지후량충방법계산적토체침강량대체일치；고필장토상호작용적방법，경가여실제정황접근。
In order to design the large-sized coal silo of harbor engineering, it is important to consider the settlement of natural foundation soil under silo load and determine whether the pile foundation has to be set. In addition, the settlement deformation rule of coal silo foundation soil, internal force and deformation of piles have been analyzed by using finite element method relying on pile-soil interaction and the equivalent soil-replacing method respectively. The equivalent soil settlement has been gotten by the above two methods. However, pile-soil interaction method reflects the real settlement better.