深海沉积物分类与命名

详细分析了国内外深海沉积物分类与命名现状,迄今为止深海沉积物分类与命名问题没有很好解决。在调查研究南海、太平洋深海沉积物分类与命名基础上,提出了分类简便、科学合理、量化的深海沉积物分类与命名新方法,应用该方法得出南海东部海域深海沉积物有深海粘土、硅质粘土、钙质粘土、硅钙质粘土、钙质软泥、粘土质钙质软泥、粘土质-硅质钙质软泥、粘土-硅质-钙质混合软泥、粘土质硅质-钙质混合软泥、钙质硅质-粘土混合软泥。这10种沉积物基本上客观地反映了南海东部海域深海沉积物分布的实际情况,分类效果良好。     

舟山群岛表层沉积物粒度和黏土矿物分布特征与物源指示

通过对舟山群岛表层沉积物样品的粒度分析和黏土矿物含量测定,研究了表层沉积物的粒度分布特征及黏土矿物组成。利用Flemming三角图示法分析了研究区域的沉积动力环境,并探讨了沉积物的物质来源。结果表明,舟山群岛表层沉积物共有5种类型,其中粉砂含量最高,呈片状广泛分布于舟山群岛东部宽阔海域;研究区表层沉积物分选性较差,以正偏为主;沉积物样品在Flemming三角图上投影显示,粉砂沉积物集中在D-Ⅱ,E-Ⅱ,E-Ⅲ区,砂质粉砂等沉积物零星分布在D-Ⅱ,C-Ⅱ及S区,表明研究区沉积物整体粒径较细、岛屿间水动力较强,开阔水域水动力较弱。研究区黏土矿物中伊利石为优势矿物,质量分数均值为61.5%;其次为绿泥石,质量分数均值为15.0%;高岭石和蒙脱石含量较少,质量分数均值分别为12.7%和10.9%。黏土矿物组合类型以伊利石-绿泥石-高岭石-蒙脱石为主,伊利石-绿泥石-蒙脱石-高岭石次之,具有类长江型沉积物特征。舟山群岛表层沉积物以陆源成因为主,物质来源以长江为主、浙江河流入海输沙以及舟山群岛岩石风化产物为补充。     

Macro-and Micro-Properties of Two Natural Marine Clays in China

In this paper,macro- and micro- properties of natural marine clay in two different and representative regions of China are investigated in detail.In addition to in-situ tests,soil samples are collected by use of Shelby tubes for laboratory examination in Shanghai and Zhuhai respectively,two coastal cities in China.In the laboratory tests,macro-properties such as consolidation characteristics and undrained shear strength are measured.Moreover,X-ray diffraction test,scanning electron microscope test,and mercury intrusion test are carried out for the investigation of their micro-properties including clay minerals and microstructure.The study shows that:(1) both clays are Holocene series formations,classified as either normal or underconsolidated soils.The initial gradient of the stress-strain curves shows their increase with increasing consolidation pressure;however,the Shanghai and the Zhuhai clays are both structural soils with the latter shown to be more structured than the former.As a result,the Zhuhai clay shows strain softening behavior at low confining pressures,but strain hardening at high pressures.In contrast,the Shanghai clay mainly manifests strain-hardening.(2) An activity ranges from 0.75 to 1.30 for the Shanghai marine clay and from 0.5 to 0.85 for the Zhuhai marine clay.The main clay mineral is illite in the Shanghai clay and kaolinite in the Zhuhai clay.The Zhuhai clay is mainly characterized by a flocculated structure,while the typical Shanghai clay shows a dispersed structure.The porous structure of the Shanghai clay is characterized mainly by large and medium-sized pores,while the Zhuhai clay porous structure is mainly featreed by small and medium-sized pores.The differences in their macro- and micro- properties can he attributed to different sedimentation environments.     

Experiments of wave-driven soil transport in clay beds

The physical processes of instability and soil mass transport in a soft clay bed by waves were quantitatively reproduced and measured in a laboratory soil-wave tank. Soft clays behave like plasto-elastic materials and dissipate wave energy quickly. Waves destroy clay fabrics gradually and soften clay. Waves induce mass transport of clay in the clay bed. The clay mass transport increases with wave energy. The Froude-Mach similitude is applied to the experimental data to hindcast the soil mass transport caused by Hurricane Camille in 1969.     

海洋井架结构非线性分析

根据海洋钻井井架实际结构特点,建立弹性基础上的三维有限元模型.按9种工况对某井架的有限元模型进行加载,并且在传统线弹性理论基础上加以改进,考虑非线性P-△效应的影响.应用有限元分析软件StruCAD进行分析计算,给出可靠的计算结果;并且系统分析结构的受力特点和影响因素,得出对于井架这类高耸结构应该考虑P-△效应的影响.     

The triangle of marine governance in the environmental governance of Dutch offshore platforms

In this paper, we develop the triangle of marine governance to understand the changing locus and focus of marine governance practices. In general, the locus and focus of marine governance is shifting from top-down, state-led governance to network governance. This shift is captured by the triangle of marine governance, because the triangle refers to the institutional setting in which politics and policy making takes place (polity), to policy making itself (policy), to activities of politicians and processes of power (politics), and to the interplay between policy, politics and polity. Studying the dynamics of politics and policies in marine governance practices through the triangle allows us to analyze and explain how and why the shifts in locus and focus occur. These dynamics of marine governance—as the interplay of policy, politics and policy—is illustrated by the environmental governance of Dutch offshore platforms.     

X射线衍射粘土矿物分析制样方法

X射线衍射仪分析是多相粘土矿物分析的重要手段。其分析结果的优劣,除了仪器条件的选择和图谱分析方法之外,样品的前处理及定向片制作的好坏都是重要的操作步骤。国外许多同行在制样方面曾做过不少工作,提出了一系列的制样方法。本文重点介绍作者在工作中所使用的制样方法和程序。     

Prediction of one-dimensional compression behavior of Nansha clay using fractional derivatives

Nansha clay is an interactive marine and terrestrial deposited soft clay that is widely spread in Guangzhou, Pearl River Delta, China. To avoid excessive settlement after construction, there is a need for better quantifying the time-dependent deformation of the soft clay. This paper presents a preliminary study to predict the one-dimensional compression of Nansha clay using fractional derivatives. A fractional Merchant model was introduced to describe the time-dependent settlement, and analytical solutions were obtained in terms of the Mittag-Leffler function. The oedometer test results were presented to validate this model. Compared with classical rheological models, the fractional derivative-based model enabled close estimation of the one-dimensional compression with fewer parameters. The meaning of the order of fractional derivative and its relationship with the clay physical properties were explored. It shows that a smaller value of this order corresponded to a higher coefficient of consolidation and a lower coefficient of secondary consolidation. The amplitude of both the primary and secondary consolidation of clay may be estimated quantitatively by the order of fractional derivative. Taken together, these results may open up new avenues for theoretical and empirical modeling of rheological phenomena in clay using fractional derivatives.     

Strengthening of Soft Marine Clay Using Bioencapsulation

Dredged or excavated soft marine clay can be improved by mixing it with cement or lime. However, these treatments are usually expensive. It is shown in this paper that soft marine clay can be strengthened through a bioencapsulation method in which the shear strength of clay aggregates can be substantially increased after the aggregates are treated with urease-producing bacteria, calcium chloride, and urea. We found that the bioencapsulation had increased the unconfined compressive strength of marine clay aggregates with a size of 5 mm from almost zero to more than 2 MPa. The strength of the bioencapsulated clay aggregates decreases with the increase in the size of the aggregate when the size is greater than 5 mm.     

北极圈海域表层沉积物的黏土矿物特征及其环境意义

应用X射线衍射(XRD)分析技术对北极圈海域15个表层沉积物的黏土矿物进行了研究。结合伊利石的结晶度指数综合分析了研究区黏土矿物的组成和分布特征及其物质来源、沉积环境和水动力条件。结果表明,北极圈海域研究区的黏土矿物以伊利石为主(33%),其次为伊/蒙间层矿物(25%)、绿泥石(23%)、高岭石(15%)以及蒙皂石(4%)。伊利石的开形指数(Ns)都比较小,大多在1~2之间,Ns的分布对物源有一定的指示意义。楚科奇海区具较弱的水动力条件,沉积环境较稳定;白令海具强烈的水动力条件,属于冲刷环境。认为北极圈海域研究区的黏土沉积物均有三方面来源,即河流输入、海洋自生和冰筏搬运物。     

悬浮液中硫酸根对改性粘土去除藻华生物效率的影响

本文研究了改性粘土悬浮液中硫酸根对其去除藻华生物效率的影响,通过Zeta电位、沉降速率和粒径分布等分析了改性粘土对藻华生物的去除效率,探讨了硫酸根与改性粘土的作用机制。结果显示:改性粘土对抑食金球藻(Aureococcus anophagefferens)的去除效率随悬浮液中硫酸根浓度的增加呈现先降低后升高的趋势,改性湖北土和改性江苏土对抑食金球藻去除率较低时(40%)的硫酸根浓度分别为6.46×10–3—2.42×10–1mol/L和6.46×10–3—2.42×10–2mol/L;改性粘土颗粒的Zeta电位随着硫酸根浓度的增加而降低,然后保持相对稳定;悬浮液中改性粘土颗粒的沉降速率和中值粒径D50呈现先增加后降低的趋势,对于改性江苏土,在硫酸根浓度为2.42×10–2mol/L时颗粒的沉降速率最大。综上所述,悬浮液中硫酸根主要通过降低粘土颗粒表面电荷密度、桥联改性粘土组分和影响粘土颗粒分散性等作用影响改性粘土对藻华生物的去除效率。     

Deformation Front Development at the Northeast Margin of the Tainan Basin, Tainan–Kaohsiung Area, Taiwan

The geological setting south of the Tsengwen River and the Tsochen Fault is the transitional zone between the Tainan foreland basin and Manila accretionary wedge in Southwestern Taiwan. This transitional zone is characterized by the triangle zone geological model associated with back thrusts that is quite unique compared to the other parts of the Western foreland that are dominated by thrust imbrications. The Hsinhua structure, the Tainan anticline, and the offshore H2 anticline are the first group of major culminations in the westernmost part of the Fold-and-Thrust belt that formed during the Penglay Orogeny. Structures in the the Tainan and Kaohsiung areas provide important features of the initial mountain building stage in Western Taiwan. A deeply buried basal detachment with ramp-flat geometry existed in the constructed geological sections. A typical triangle is found by back thrusting, such as where the Hsinhua Fault cuts upsection of the Upper Pliocene and Pleistocene from a lower detachment along the lower Gutingkeng Formation. The Tainan structure is a southward extension of the Hinhua Fault and has an asymmetric geometry of gentle western and steep eastern limbs. Our studies suggest that the Tainan anticline is similar to the structure formed by the Hsinhua Fault. Both are characterized by back thrusts and rooted into a detachment about 5 km deep. The triangle zone structure stops at H2 anticline offshore Tainan and beyond the west of it, All the structures are replaced by rift tectonic settings developed in the passive continental margin. On the basal detachment, a major ramp interpreted as a tectonic discontinuity was found in this study. Above the northeastern end of the major ramp of basal detachment, the Lungchuan Fault is associated with a triangle system development, while at the southwestern end a thrust wedge is present. It could be deduced that a thrust wedge intrudes northwestward. The area below the major ramp, or equivalent to the trailing edge of the basal detachment, mud diapers often occur in relation to the thickest deposits of the Gutingkeng Formation and caused by the mechanism of detachment folding     

Settlement Analysis for An Embankment Considering Visco-Elasto-Plastic Characteristics

—In the paper.a visco-elasto-plastic constitutive model and a method for determining modelparameters for soft clay are presented.In this model total strain of soft clay is assumed to be divided intothree parts:instantaneous elastic.visco-elastic and visco-plastic.The characteristics of instantaneous andvisco-elastic deformation of soft clay are simulated by Merchant's model.the plastic is by a model withtwo yield surfaces.And related constitutive equation is conducted,A number of stress-controlled triaxialtests are performed to calculated the model parameters The visco-elasto-plastic model is used for analysisof the displacement of an embankment on soft ground by use of three-dimensional finite element method.The predicted settlements agree well with the measured data.It is indicated that the viscous characteristicsshould be taken into account in deformation analysis for soft clay.     

一种基于TIN三角网数据的规则格网生成算法

格网地形模型和7TIN地形模型是数字高程模型的两个主要组成部分。结合实际工作，在实现多分辨率地形环境仿真需求下，充分利用已知TIN数据信息，通过划分格网点，判断格网点是否落在TIN三角网内，用三角形三个点高程内插得到格网点高程的方法，实现基于TIN数据生成格网数据。方法简单实用，在三维地形仿真应用中有较好的效果。     

粘土矿物对尖刺拟菱形藻多列型生长和藻毒素产生的影响

于１９９４年１－７月在加拿大贝德福（Ｂｅｄｆｏｒｄ）海洋研究所进行粘土矿物（ｈａｌｌｏｙｓｉｔｅ）对尖刺拟菱形藻（Ｐｓｕｅｄｏｎｉｔｚｓｃｈｉａｐｕｎｇｅｎｓｆ．ｍｕｌｔｉｓｅｒｉｅｓ）生长和藻毒素软骨藻酸（ＤｏｍｏｉｃＡｃｉｄ,下简称ＤＡ）生成的影响研究,在Ｇｏｍｐｅｒｔｚ菌类生长方程的基础上,建立了尖刺拟菱形藻生长速率模型,得到各实验条件下的藻细胞最大生长速率,结果表明,粘土矿物对藻细胞的“遮     

Prediction of Settlements of Soft Clay Subjected to Long-Term Dynamic Load

—Presented is the numerical analysis of settlements of soft soil by a 2-D dynamic effective stressFEM method.The model based on the results of cyclic triaxial tests on the reconstituted soft Ariake clay isused to predict the wave induced excess pore water pressure and residual strain of soft clay.The settle-ments of two types of breakwaters on the soft clay under ocean wave load,a low embankment subjected totraffic load and the tunnel surrounded by soft clay in Shanghai subjected to locomotive load are calculatedas examples.     

Degradation of lateral bearing capacity of piles in soft clay subjected to cyclic lateral loading

Abstract

In this article, the degradation of the lateral bearing capacity of piles in soft clay subjected to cyclic lateral loading is studied numerically. A modified kinematic hardening constitutive model is employed to simulate the degradation of soft clay after cyclic loading. The modified model is verified by comparing the numerical simulation results with the results of centrifuge model tests. Furthermore, the modified model is applied to numerical simulations for evaluating the lateral bearing capacity of piles in soft clay subjected to cyclic lateral loading. The degradation of the lateral bearing capacity of piles in soft clay after different cyclic displacement levels and different numbers of cycles is investigated. The study reveals that the modified kinematic hardening constitutive model can effectively estimate the cyclic degradation behavior of piles in soft clay subjected to cyclic lateral loading. The degradation of the ultimate lateral bearing capacity progresses slowly with increasing cyclic displacement level for fewer cycles, and the degradation develops significantly at higher levels of cyclic displacement after applying a larger number of cycles.     

Clay mineralogy of bottom sediment in the Jinhae Bay,Korea

The bottom sediments of Jinhae Bay area contain, on average, 45 % illite, 23 % kaolinite, 17 % intergrade clay, 10 % chlorite, and 5 % smectite. The geographical distribution of the clay minerals shows, in general, an it crease in illite, a decrease in kaolinite, and a slight decrease in chlorite seawards. The distributional trends of smectite and intergrade clay are irregular. The clay fractions of the sediments of Jinhae Bay are supplied from stream-borne sediments and are mixed with sediments transported landwards from the East China Sea. Local erosion and redeposition of the clay fractions of the bottom sediments is caused by rapid tidal currents.     

辽东半岛大孤山古溺谷平原沉积环境的复原——基于岩心黏土混浊水电导率和pH值以及硅藻组合

对位于辽东半岛大孤山北侧砬底村沟谷中的钻孔岩心作黏土混浊水电导率、硅藻分析和pH值测定。结果显示黏土混浊水电导率曲线和咸水种硅藻含量曲线大体一致,表明黏土混浊水电导率和硅藻分析具有良好的一致性,可以相互印证。据硅藻组合、土导电率值和pH值的结果,将LD孔岩心从下到上分为4个沉积环境带:Ⅰ带为全新世海侵期的溺谷环境;Ⅱ带海水影响逐渐减弱的潮间带环境;Ⅲ带的泥炭环境分为Ⅲ-1带的受外洋海水影响的盐性沼泽湿地环境和Ⅲ-2带为积水的淡水湖沼环境;Ⅳ带分为两个亚带,Ⅳ-1带为有一定水深的陆相沼泽湿地环境,Ⅳ-2带为受海水影响的陆相沼泽湿地环境。另外黏土混浊水电导率与pH值也呈良好的反相关对应关系,这表明pH值也可以成为恢复古环境的一个重要的辅助指标。     

Microstructure analysis on the dynamic behavior of marine clay in the South China Sea

Abstract

The aim of this article was to study the dynamic behavior and microstructural variation of undisturbed marine clay from the South China Sea. First, dynamic cyclic triaxial tests were employed to investigate the dynamic stress–strain-pore pressure paths of the undisturbed clay. Then, scanning electron microscopy and mercury intrusion porosimetry were used to measure the variations of the micromorphology and pore size distribution between before and after the dynamic cyclic tests. Through these tests, the dynamic failure process and microstructure variation of the marine clay were quantitatively analyzed. In particular, their relationships are qualitatively established from the macro-micro perspective. Furthermore, by comparing the tests of the remolded clay with those of the undisturbed marine clay, the influence of the microstructure on the dynamic behavior is systematically investigated. The results show that the microstructural variation of the marine clay is caused by the compression deformation of the mesopores among the granular clusters into the small pores between individual particles. The study provides an effective reference for the selection of the microstructural parameters of marine clay.