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辽东湾典型场地吹填土性质研究
引用本文:周炳强,张延军,邴智武,郭亮亮,郝术仁.辽东湾典型场地吹填土性质研究[J].水运工程,2014(4):173-177.
作者姓名:周炳强  张延军  邴智武  郭亮亮  郝术仁
作者单位:吉林大学建设工程学院,吉林 长春 130011;吉林大学建设工程学院,吉林 长春 130011;吉林大学地下水资源与环境教育部重点实验室,吉林 长春 130021;辽宁省地质矿产调查院,辽宁 沈阳 110032;吉林大学建设工程学院,吉林 长春 130011;吉林大学建设工程学院,吉林 长春 130011
基金项目:高等学校博士学科点专项科研基金项目(20110061110055);国家高技术研究发展计划(863计划)(2012AA052803)
摘    要:针对辽东湾地区吹填土理论研究较少的现状开展野外勘察研究,初步查明辽东湾吹填土分布特征和工程性质概况,发现吹填物源、固结时间、场地渗透条件等影响因素差异使得该地区吹填土性质多样。选定2个典型场地,通过压缩固结试验、压汞分析、扫描电镜等进一步深入分析,研究A、B两类型吹填土工程性质及微观结构特征,并结合埋深变化总结其固结规律。结果表明:A地吹填土不同埋深固结度不同,但其固结阶段相同;B地不同埋深吹填土固结度和固结阶段均不同。

关 键 词:吹填土  对比分析  孔隙分布  微观结构  固结过程

Study on dredger fill properties of typical fields in Liaodong gulf
ZHOU Bing-qiang,ZHANG Yan-jun,BING Zhi-wu,GUO Liang-liang and HAO Shu-ren.Study on dredger fill properties of typical fields in Liaodong gulf[J].Port & Waterway Engineering,2014(4):173-177.
Authors:ZHOU Bing-qiang  ZHANG Yan-jun  BING Zhi-wu  GUO Liang-liang and HAO Shu-ren
Institution:College of Construction Engineering,Jilin University,Changchun 130011,China;College of Construction Engineering,Jilin University,Changchun 130011,China;Key Laboratory of Groundwater Resources and Environment,Ministry of Education,Jilin University,Changchun 130021,China;Liaoning Research Institute of Geology and Mineral Resources,Shenyang 110032,China;College of Construction Engineering,Jilin University,Changchun 130011,China;College of Construction Engineering,Jilin University,Changchun 130011,China
Abstract:Based on in situ investigation and experiments,the paper introduces the distribution characteristics and engineering properties of the dredger fill in Liaodong gulf to supplement theoretic research of dredger fill,and their properties are various owing to effects of many factors,such as the different source of dredger fill,consolidated time and site conditions.To make further analysis,two typical fields (A and B regions)are selected to research engineering properties and micro structure through a series of experiments,such as compaction and consolidation,mercury penetration and scanning electron microscopy (SEM);then the rule of consolidation is obtained combining with the change of depth.Results show that A and B have different degrees of consolidation with different depths,however,A has the same consolidation phase and the consolidation phase of B is different.
Keywords:dredger fill  comparative analysis  pore distribution  micro structure  consolidated process
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