摘要
介绍龙滩碾压砼现场原位和室内抗剪断试验研究成果．包括试验研究方法、各种因素对层面抗剪断参数的影响、提高层面抗剪断参数的措施和抗剪断参数的统计特性。
The experimental results of shear strength of RCC are presented. The experiments were carried out in the laboratory and in situ in Longtan dam. The experimental methods, the influence of the factors on shear parameters of RCC and the methods of improving shear parameters of RCC are analyzed respectively. The statistical characteristics of shear parameters of RCC are also presented.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1997年第S1期9-14,共6页
Journal of Dalian University of Technology
基金
"八五"国家重点科技攻关项目
关键词
混凝土
重力坝
碾压试验/抗剪断参数
concretes
gravity dams
field compaction tests/shear parameters
