摘要
通过对连云港灌云地区风电场6根灌注桩水平静载试验结果研究,讨论了灌云地区淤泥土单桩水平抗力系数的比例系数m取值问题,并给出了灌云地区淤泥土m的推荐值。按照《建筑桩基技术规范》推荐的m法,探讨了灌云地区单桩水平承载力取值问题,并给出设计建议,从而为实际工程设计提供参考。
By studying the horizontal static load test results of 6 cast-in-situ piles of wind farms in Guanyun Area of Lianyungang,the value of the ratio of horizontal resistance coefficient m of the muddy soil in the Guanyun Area is discussed,and the recommended value m is given.According to the m method recommended by"Technical Code for Building Pile Foundation",the value of horizontal bearing capacity of a single pile in the Guanyun Area is discussed,and design suggestions are given to provide a reference for actual engineering design.
作者
王广兵
张源
卢红前
吉春明
彭秀芳
WANG Guangbing;ZHANG Yuan;LU Hongqian;JI Chunming;PENG Xiufang(Jiangsu Power Design Institute Co.,Ltd.,China Energy Engineering Group,Nanjing 211102,China)
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2020年第S01期125-129,共5页
Engineering Journal of Wuhan University
关键词
淤泥质土
M值
水平静载试验
muddy soil
m value
horizontal static load test
