引用本文:郦能惠,黄惠芳,蔡飞,陈生水,曹建春,周仲良,余灶样.冲填土挡灰坝及其论证分析[J].水利水运工程学报,1999,(2):116-125
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冲填土挡灰坝及其论证分析
郦能惠1,黄惠芳1,蔡飞1,陈生水1,曹建春2,周仲良2,余灶样3
1. 南京水利科学研究院土工研究所
2. 华东电力设计院,上海,200063
3. 江苏省电力设计院,南京,210024
摘要:
针对平原地区火电厂灰渣贮放条件与需要，研究了新型的冲填土挡灰坝，通过室内试验、现场试验与计算分析，对新坝型进行了全面的技术论证，此坝型已在火电厂建设中得到实施，表明有广阔的推广应用价值。
关键词:  挡灰坝,冲填土,固结,渗流,变形,稳定
DOI：
分类号:TV5
基金项目:
A study of hydraulic filling ash-retention dam
Li Nenghui1,Huang Huifang1,Cai Fei1,Chen Shengshui1,Cao Jianchun2,Zhou Zhongliang2,Yu Zaoyang3
Li Nenghui Huang Huifang Cai Fei Chen Shengshui (Nanjing Hydraulic Research Institute) Cao Jianchun Zhou Zhongliang (East China Electric Power Design Institute) Yu Zaoyang (Jiangsu Province Electric Power Design Institute)
Abstract:
A new type of ash retention dam formed by hydraulic filling soil or ash has been studied at the request of ash disposal of many electric power plants in plain area. A series of laboratory tests, field tests and calculations have been conducted to verify the reliability of the new type of ash retention dam. Its great value has been confirmed by appearance and operation safely of several new type of ash retention dams.
Key words:  ash retention dam, hydraulic fill, consolidation, seepage, deformation, stability,
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