摘要
本文拟结合作者亲身从事的“福州长途电信枢纽工程”(简称“电信”)深基坑支护设计和监测工作对支护方案拟定的原则、小变位条件下的土压力的确定、确定桩长桩距的若干有关因素、支护构件的安全度讨论与设计注意问题进行研讨,以期在安全的前提下,节省支护设施的造价并方便施工。
Related with the design & monitoring of deep foundation pit's bracers of Fuzhou telecommucation project,which the authors worked at in person,the authors make a research on the following questions ,such as the principles of bracers' draft,the definition of soil pressure in the condition of little displacement,some concerned elements which can define pile length and pile spacing and the safety degree of bracers' components,Under the pre requistite of safety,it is fully possible to save the bracers' cost & make the comstructoin convinently.
出处
《福建建筑》
1994年第3期18-22,共5页
Fujian Architecture & Construction
关键词
软土地基
深基坑
支护
土压力
bracers of deep foundation pit ,little displacement,soil pressure
