Structural detection and safety ensuring methods of impervious wall during nuclear power plant construction
文献类型:会议论文
作者 | Liu, Bo1; Gong, Li2; Song, Quanjie1 |
出版日期 | 2013 |
会议日期 | OCT 27-28, 2012 |
会议地点 | Guilin, PEOPLES R CHINA |
关键词 | dynamic compaction impervious wall safety threshold nuclear power plant |
卷号 | 256-259 |
DOI | 10.4028/www.scientific.net/AMM.256-259.1125 |
页码 | 1125 |
英文摘要 | Combined with the dynamic compaction example of a nuclear power plant, a fully field tests was conducted to get the permeability and integrality of the impervious wall in real time. The dynamic compaction vibration impact on impervious wall was researched based on the test results. The relationships between damage characteristic and peak particle velocity of impervious wall are suggested also. The safety control standards which used vibration safety threshold to control the potential damage for impervious wall under long-term dynamic compaction were presented. When the PPV of impervious wall is not exceeding the safety threshold, the impervious wall will in its secured state. According to the damage detection method and the presented safety threshold of vibration velocity, the protected structure can be simply and protected during dynamic compaction. The research methods reflects the damage of protected structure directly, and more accurate and safety than traditional methods. |
源文献作者 | Zhang, XD ; Li, HN ; Feng, XT ; Chen, ZH |
会议录 | ADVANCES IN CIVIL ENGINEERING II, PTS 1-4
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会议录出版者 | TRANS TECH PUBLICATIONS LTD |
会议录出版地 | DURNTEN-ZURICH |
语种 | 英语 |
WOS研究方向 | Engineering |
WOS记录号 | WOS:000317696000222 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4720] ![]() |
专题 | 岩土力学所知识全产出_会议论文 国家重点实验室知识产出_会议论文 |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, Key Lab Geomech & Geotech Engn ; 2.Chinergy Co Ltd |
推荐引用方式 GB/T 7714 | Liu, Bo,Gong, Li,Song, Quanjie. Structural detection and safety ensuring methods of impervious wall during nuclear power plant construction[C]. 见:. Guilin, PEOPLES R CHINA. OCT 27-28, 2012. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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