CAJ | 학술논문

对位于古河道切割、较为复杂地质条件场地上的上海夏普二期工程的基础设计进行了总结。阐述了基础选型、桩基设计及沉降分析、施工配合与保障措施等方面需注意的问题及采用的方法，通过计算分析与实测结果论证了采用统一桩型、疏密布桩方案的可行性。
대위우고하도절할、교위복잡지질조건장지상적상해하보이기공정적기출설계진행료총결。천술료기출선형、장기설계급침강분석、시공배합여보장조시등방면수주의적문제급채용적방법，통과계산분석여실측결과론증료채용통일장형、소밀포장방안적가행성。
A special summary was prepared for the foundatio n design of Shanghai Sharp Project(Phase Ⅱ)at a site bisected by old stream mak ing the geological condition comparably complicated. Following aspects attractin g special attention and the methods have been elaborated:selection of foundation type, design of pile foundation, analysis of settlement, construction collaborat ion and the ensuring methods used. Calculation analysis and actual exploration h ave proved the feasibility of adoption of a unified pile type, and the variable denisty distribution of piles..