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Study on Key Technology of Using Shell Sand as Backfill for Sea Reclamation
作者姓名:郦能惠  瞿亦容  何文钦  陈晖
作者单位:[1]Nanfing Hydraulic Research Institute, Nanjing 210029, China [2]CTE Guangzhou Design & Consulting Corp., Guangzhou 510230, China [3]CNOOC Fujian LNG Co. Ltd. , Fuzhou 350001, China
基金项目:This work was financially supported by CN00C (Grant No. Z2004SLFJ-TS26)
摘    要:1 .IntroductionEpicontinental sea or land could formfromcontinental shelf because of the decreasing sea levelduring Quaternary.There is a large-area shell sand deposit more than ten meters thick in the neriticzone of China .To use the abundant marine shell sandresource as engineering material for ocean engi-neering and port engineeringis veryimportant .Sand (Gred and Bjorn,1999) ,fine sand (Zhangetal .,2002) , mediumand coarse sand (Qiuet al .,1995) ,highly weathered stone ballast (Zhanetal…

关 键 词:海洋开垦  回填工程  耐久性  地震反应
收稿时间:2005-07-06
修稿时间:2005-10-08

Study on Key Technology of Using Shell Sand as Backfill for Sea Reclamation
LI Neng-hui , QU Yi-rong , HE Wen-qin , CHEN Hui.Study on Key Technology of Using Shell Sand as Backfill for Sea Reclamation[J].China Ocean Engineering,2005,19(4):647-658.
Authors:LI Neng-hui  QU Yi-rong  HE Wen-qin  CHEN Hui
Abstract:The results of a study on the key technology of using shell sand, a kind of sea sand, as backfill for sea reclamation are described briefly. Iaboratory tests show that the physical and mechanical properties of shell sand are as good as normal quartz sand. Based on the chemical test and durability test of shell sand it could be concluded that the influence of corrosion of shell sand by acid rain and sea water might be ignored in the evaluation of the safety and durability of the engineering project. The results of field improvement tests show that the bearing capacity of shell sand backfill foundation is more than 200 kPa after vibmflotation improvement or dynamic compaction improvement. The shell sand is a good backfill material for sea reclamation.
Keywords:sea reclamation  backfill  shell sand  durability  earthquake response  ground improvement  
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