摘要
输电线路开挖回填类基础采用土重法进行上拔稳定计算,土体重度及上拔角等关键设计参数与回填土质量密切相关,直接影响上拔承载性能。目前回填土质量控制及检测方法无明确标准,通过在风积沙、粉土地质条件下开展开挖类装配式基础的承载性能现场试验与土工试验,提出开挖回填类基础的施工质量控制标准,为其安全稳定运行提供技术支撑。
The earth weight method is used to calculate the uplift stability of backfill foundation in transmission line engineering.The calculation parameters such as soil weight and uplift angle are closely related to the quality of backfill,which directly affects the uplift bearing capacity.At present,there is no definite standard for backfill detection method and quality control.In geological conditions such as Aeolian sand and silty soil,the uplift bearing capacity field tests to assembly foundation and the geotechnical tests are carried out.The quality control standards to backfill foundation are discussed to provide technical support for its safe and stable operation.
作者
郑卫锋
满银
张金龙
高超
ZHENG Wei-feng;MAN Yin;ZHANG Jin-long;GAO Chao(Electric Power Development Research Institute Co.,Ltd.of CEC,Beijing 100053,China;China Electric Power Research Institute Co.,Ltd.,Beijing 100192,China)
出处
《电力勘测设计》
2020年第11期69-72,共4页
Electric Power Survey & Design
关键词
输电线路
开挖回填类基础
抗拔承载力
质量检测
压实系数
transmission line
excavated foundation
uplift bearing capacity
quality inspection
degree of compaction