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宝钢马迹山港一期工程地质概况
引用本文:董教社,陈智勇,吴朝东.宝钢马迹山港一期工程地质概况[J].港工技术,2008(3):48-53.
作者姓名:董教社  陈智勇  吴朝东
作者单位:中交第三航务工程勘察设计院有限公司,上海,200032
摘    要:简要介绍宝钢马迹山港一期工程主要的地质条件,根据其所处的区段不同,采用不同的基础设计方案。马迹山岛断裂带规模不大,属非活动断裂,不会对工程构成威胁。已竣工的一期工程,占据了工程地质条件相对较好、可采用打入桩基的岙口古海槽地段,余下的地段基岩埋藏相对较浅,工程地质条件较复杂,后续建设必须根据各区段具体的工程地质条件和工程性质进行。

关 键 词:地质构造  断裂  桩基  持力层

First Phase Engineering Geology General Situation of Baosteel in Majishan's Harbor
Dong Jiaoshe,Chen Zhiyong,Wu Chaodong.First Phase Engineering Geology General Situation of Baosteel in Majishan''''s Harbor[J].Port Engineering Technology,2008(3):48-53.
Authors:Dong Jiaoshe  Chen Zhiyong  Wu Chaodong
Abstract:The article generalized to introduce the first period engineering main geology condition,basis the section dissimilarity of the place,adopt the different foundation design proposal.Fracture zone scale of Majishan island is all smaller,belong to the non-activity fracture,will not constitute the threat to the engineering.Have already finished construction the first phase engineering,occupy ancient ocean trough district,where the engineering geology condition opposite better,and can adopt driven pile foundation.Bedrock bury opposite more shallow in the district of the rest,the engineering geology condition is more complicated,the follow-up construction must according to each section's concrete engineering geology condition and the engineering properties.
Keywords:geologic structure  fracture  pile foundation  bearing stratum
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