淤泥土地基中单桩水平静载试验研究  

Research on the horizontal static load test of the single pile in the muddy soil foundation

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)

机构地区：[1]中国能源建设集团江苏省电力设计院有限公司,江苏南京211102

出　　处：《武汉大学学报（工学版）》2020年第S01期125-129,共5页Engineering Journal of Wuhan University

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.

关 键 词：淤泥质土 M值 水平静载试验 

分 类 号：TU473.1[建筑科学—结构工程]