摘要
根据大量试桩资料的统计分析进一步检验了《沈阳城区桩基础设计与施工暂行规程》（ＳＹＪＢ１─９１）中的Ｎ（６３．５）与预制桩桩周上摩阻力标准值ｑｓ（ｋｐａ）的关系．并对粘土、粉质粘土的摩阻力值取值提出调整意见．
According to statistical analysis on a lot of experiment data of testing pipes,this paper examines the relationship between N (63. 5) and the friction resistance standard values qs (KPa) of precasted pipes in SYJB1-91 (the Temporary Code of Pipes Foundation Design and Construction In the City Proper of Shenyang). The results state clearly that the data in appendix table of the code is right basically. It also presents a few adjustment suggestions on the friction resistance values of cohesive soil and powder cohesive soil.
出处
《沈阳建筑工程学院学报》
1994年第4期395-398,共4页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
桩基
侧阻力
摩擦
调整
粘土
粉质粘土
friction
redistance standard value
adjustment and analysis
cohesive soils
powder cohesive soils
