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宁德核电厂一期地基处理工程堆载试验分析
引用本文:冷春勇,季宏明.宁德核电厂一期地基处理工程堆载试验分析[J].中国港湾建设,2010(2):47-51.
作者姓名:冷春勇  季宏明
作者单位:1. 中广核工程有限公司,广东,深圳,518031
2. 中交天津港湾工程研究院有限公司,港口岩土工程交通行业重点实验室,天津市港口岩土工程技术重点实验室,天津,300222
摘    要:根据堆载预压试验区的监测、检测和地基加载过程稳定理论计算成果,提出了适合本场地的合理堆载预压方案及堆载过程稳定控制指标,对指导大面积堆载预压加固施工控制,保证堆载过程的地基稳定,及时提供施工场地起到关键性作用。

关 键 词:堆载  强度指标  消散  固结度  圆弧滑动

Analysis for Surcharge Test in the First Phase of Ningde Nuclear Plant Foundation Treatment Project
LENG Chun-yong,JI Hong-ming.Analysis for Surcharge Test in the First Phase of Ningde Nuclear Plant Foundation Treatment Project[J].China Harbour Engineering,2010(2):47-51.
Authors:LENG Chun-yong  JI Hong-ming
Institution:1. China Nuclear Power Engineering Co., Ltd., Shenzhen, Guangdong 518031, China; 2. CCCC Tianjin Port Engineering Institute Co., Ltd., Key Lab of Port Geotechnical Engineering, Ministry of Communication, Key Lab of Port Geotechnical Engineering of Tianjin, Tianjin 300222, China )
Abstract:Based on the test of preloading monitoring, inspection and foundation loading process stability calculation results for this site of preloading process, this paper puts forward a solution of a reasonable surcharge preloading and a controlling index of stable surcharge process, which plays an important role in conducting the control over large area of preloading construction, ensuring the stable foundation in the course of surcharge, and providing timely construction site.
Keywords:surcharge  intensity index  vanish  degree of consolidation  circular sliding
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