Classification of inorganic natural fine-grained soils in Korea based on modified plasticity chart     

Juhyun Kim 《Marine Georesources & Geotechnology》2018,36(5):579-588

Classification of fine-grained soils is typically conducted using plasticity charts. The typically used plasticity chart proposed by Casagrande was questioned by Polidori proposing different classification criterion in separating clayey and silty soils. Using natural clayey and silty soils sampled from four different coastal sites in Korea, applicability of both Casagrande’s and Polidori’s plasticity charts was evaluated. Classification results of Korean natural soils based on the Casagrande’s and Polidori’s plasticity charts did not match well with those based on the soils’ behavior reported in the previous publication. The disagreement in classification of Korean natural fine-grained soils may result from disregard of considerable silt fraction effect on plastic and liquid limits for Polidori’s chart. Consequently, revised proposal of Polidori’s plasticity chart was tentatively made for further classification of fine-grained soils suitable for Korean natural soils by accounting the effect of silt fraction on soil classification.  相似文献   

Techniques to measure grain-size distributions of loamy sediments: a comparative study of ten instruments for wet analysis   总被引：2，自引：0，他引：2  

DIRK GOOSSENS 《Sedimentology》2008,55(1):65-96

Ten instruments for measuring the grain‐size distribution of loamy sediments in water were tested in a comparative study. Instruments tested were: the Malvern Mastersizer S, the Coulter LS 200, the Fritsch Analysette 22 (version C), the Horiba Partica LA‐950, the Sedigraph 5100, the Atterberg cylinder, the Coulter Multisizer 3, the CIS‐100, the EyeTech and the image analysis software Histolab. The first four instruments use laser diffraction. The Sedigraph and Atterberg cylinder are based on sedimentation. The Coulter Multisizer 3 uses impedance measurements and the last three instruments use optical techniques. Grain‐size analyses were carried out on four sediments with median grain diameters of approximately 35, 30, 12 and 9 μm, respectively, and with no particles >90 μm. The laser diffraction instruments produced the best results for the various criteria considered in this study, followed by the Coulter Multisizer 3 (electrical sensing zone technique), the sedimentation techniques and the optical methods. However, the study also showed that there is no such thing as an ‘ideal’ method because techniques may score differently according to the criterion tested. An appropriate evaluation thus requires that various criteria be considered. Issues to be taken into account are: type of sediment, quantity of sediment available, speed of measurement, complexity of the measurement protocol, processing of the data, reproducibility of the results and the specific aims of the study undertaken.  相似文献   

黄河三角洲沿岸及邻近海区细粒沉积物中的碳酸盐   总被引：4，自引：0，他引：4  

何良彪 《海洋科学》1991,15(3):41-45

本文用X-射线衍射法直接计算了来自黄河三角洲沿岸及邻近海区80个沉积样的细粒组分(<2μm)中的碳酸盐含量。计算结果与全样的容量法分析结果基本一致。研究结果表明,本区细粒沉积物中碳酸盐含量变化受沉积物来源、海区水动力作用、海底地貌特征和碳酸盐的地球化学行为等因素所影响。  相似文献   

砂质海岸岸滩侵蚀演变模式探讨——以山东南部海岸侵蚀岸段的岸滩演变为例   总被引：5，自引：0，他引：5  

包四林虞志英  刘苍字张国安 《海洋工程》2003,21(3):94-99

在分析山东南部海岸几十年来的地形观测资料的基础上，运用砂质海岸等深线变化预测理论，建立该区的岸滩侵蚀演变预测模型，研究了该区域岸滩演变规律。实测资料验证表明：预测结果合理，基本反映了本区岸滩演变的特征。  相似文献   

粉砂质海岸大风天泥沙运动研究          下载免费PDF全文

边淑华  胡泽建  迟万清  刘建强 《海洋科学》2007,31(12):4-8

根据黄河三角洲五号桩海域6级大风前后现场悬沙、沉积物和实测水流资料,研究了淤泥质粉砂海岸大风过程后泥沙分布特征和运动规律。发现大风天气海底泥沙对波浪作用反应灵敏,悬沙和底沙分布规律与波浪作用吻合,为波浪作用下海底泥沙运动的理论研究以及海区工程开发提供了科学依据。  相似文献   

现代黄河三角洲粉土触变性研究及其应用   总被引：5，自引：0，他引：5  

冯秀丽  周松望  林霖  刘涛  吴世强 《中国海洋大学学报(自然科学版)》2004,34(6):1053-1056

通过对现代黄河三角洲砂质粉土和粉质粘土触变性的对比试验研究，阐述了黄河口粉土的触变性。试验结果对解释粉土的失稳机制、解决工程地基的稳定性和防止地质灾害等具有重要的现实意义。  相似文献   

海底沉积物颗粒因素在不同频率下对声衰减的影响     

刘强  卢博  黄韶健  张福生 《热带海洋学报》2007,26(4):27-31

综合了多个沉积物声学测量的实验方案,提出适合研究柱状海底沉积物声衰减的实验方案。对黏土质粉砂的物理性质和声学性质作了相关处理,得到了在高、低两种测量频率下该类型沉积物的波形特性、频谱特性和与沉积颗粒因素有关的孔隙度对声衰减比的影响。进一步作了相应的回归分析,低频时方差为0.169—0.175,高频时方差为0.029—0.032,尝试总结出黏土质粉砂类型沉积物在两种频率下的声衰减趋势。  相似文献   

锦州湾泥沙来源、洄淤状况与建港条件分析     

符文侠  刘国贤 《沉积学报》1996,14(3):149-156

锦州湾泥沙主要来源于沿岸入海河流的输送,外海水体的携带与沿岸、岛屿蚀余物质的补给。每年进入湾内的泥沙总量约为３３—３５万吨,假如这些泥沙不再向湾外流出,在湾内作均匀分配沉积,则相当于在湾底铺上５ｍｍ厚的土。水准和水深重复测量表明,潮滩以稳定的弱堆积为主,水下浅滩基本处于稳定状态。该湾在非正常情况下产生骤淤的可能性不大。综合建港条件良好。  相似文献   

新近沉积粉细砂层地基的试验与评价     

赵本肖  游占军 《中国煤田地质》2006,18(4):45-46,48

通过对邯郸市某车间地基的勘察．分析和探讨了新近沉积粉细砂地层的勘察手段、其物理力学性质，及其利用载荷试验确定承载力的标准取得了较为满意的结果，提出的一些分析方法，对新近沉积的粉细砂地层的勘察具有一定的借鉴作用。  相似文献   

水环境容量的影响因素及分析研究     

孙秀喜  冯耀奇 《地下水》2005,27(5):389-391

本文采用流量级频率分析和统计分析方法,对黄河下游流量及泥沙含量对水环境容量的影响进行了研究分析.分析结果:河流在平滩流量时不仅输沙能力最大[8],而且输运污染物能力也最大,黄河下游水环境容量萎缩是平滩流量降低的必然结果.  相似文献