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海陆交互相下黏性土性状辨析及评价研究
引用本文:柳艳华,石名磊.海陆交互相下黏性土性状辨析及评价研究[J].岩土力学,2008,29(2):523-528.
作者姓名:柳艳华  石名磊
作者单位:1. 同济大学,土木工程学院地下建筑与工程系,上海,200092;天津城市建设学院土木工程系天津,300384
2. 东南大学,交通学院,南京,210096
摘    要:长江口北翼(南通—启东段)沉积物从物性指标判别,物理性质较差,土质分类属于软土或软黏土,而从力学指标判别,力学性质较好,表现出物性与其对应的力学性质指标不完全吻合。分析了出现这种物性“偏软”、力性“偏硬”现象的原因。同时,提出了评价该类土工程特性的新指标,较好地解决了物性与力性不相符合的矛盾。

关 键 词:海陆交互相  工程特性  黏性土  结构性  沉积构造
文章编号:1000-7598-(2008)02-523-06
收稿时间:2006-04-05

Evaluation research and distinguishing of cohesive soil properties in the interactive marine & terrestrial deposit
LIU Yan-hua,SHI Ming-lei.Evaluation research and distinguishing of cohesive soil properties in the interactive marine & terrestrial deposit[J].Rock and Soil Mechanics,2008,29(2):523-528.
Authors:LIU Yan-hua  SHI Ming-lei
Institution:1.Department of Geotechnical Engineering College of Civil Engineering, Tongji University, Shanghai 20092, China; 2.Department of Civil Engineering, Tianjin Institute of Urban Construction, Tianjin 300084; China; 3. College of Transportation, Southeast University, Nanjing 210096; China
Abstract:Quaternary period sediment in north side of the Yangtze River estuary (Nantong-Qidong reach) is evaluated by physical property indexes; it has poor properties and belongs to soft soil according to the soil classification system. But evaluated by mechanical properties indexes (a1-2, Es1-2, CPT, SPT etc), the soil has good properties. So it is not all consistent between physical properties indexes and mechanical properties indexes. The phenomenon is analyzed that physical property is poor but mechanical property is good. Now some, new indexes evaluating engineering characteristics of the soil are proposed to solve the inconsistency between physical properties and engineering properties.
Keywords:interactive marine &  terrestrial deposit  engineering characteristics  cohesive soil  structural characteristics  sedimentary texture
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