摘要
滨海地区深基坑支护具有较强的专业性,需要从设计和施工两个方面解决其技术措施、安全保障和经济性问题。探讨了深基坑支护单元受力性能、周边环境影响、施工难易程度和经济适用性等,对深基坑支护设计选型时排桩和地下连续墙的优选因素进行定性及定量分析,为基坑支护工程方案决策提供依据。
The deep foundation supporting project in coastal area is a professional design,in which something should be solved from two aspects of the design and construction,for example,the technical measures,the safety control and the economy problems.Some key questions were discussed for the deep foundation supporting in soft soil at coastland,suchas the mechanical performance of the supporting unit,the environment influence of the surrounding area,the difficulty for the construction and the economic applicability,etc.It was discussed the design and optimization fators of the row of pile and diaphragm wall qualitatively and quantitative.Which provided a basis for decision of the foundation supporting engineering.
出处
《工业建筑》
CSCD
北大核心
2013年第S1期555-558,共4页
Industrial Construction
关键词
软土地基
深基坑支护
排桩
地下连续墙型钢混凝土
soft soil foundation
deep foundation supporting
row of piles
steel reinforce concrete of diaphragm wall
