Remolded Undrained Strength of Soils   总被引：12，自引：6，他引：12  

洪振舜  刘汉龙  NEGAMI Takehito 《中国海洋工程》2003,17(1)

1 .ＩｎｔｒｏｄｕｃｔｉｏｎＭａｎｙｒｅｓｅａｒｃｈｅｒｓｈａｖｅｉｌｌｕｓｔｒａｔｅｄｔｈａｔｔｈｅｓｏｆｔｍａｒｉｎｅｃｌａｙｅｙｓｏｉｌｓｇｅｎｅｒａｌｌｙｓｈｏｗｔｈｅｏｖｅｒｃｏｎｓｏｌｉ ｄａｔｉｏｎｒａｔｉｏｂｅｉｎｇｌａｒｇｅｒｔｈａｎｕｎｉｔｙ ,ａｌｔｈｏｕｇｈｔｈｅｓｉｔｅｇｅｏｌｏｇｙｉｎｄｉｃａｔｅｓｎｏｒｍａｌｃｏｎｓｏｌｉｄａｔｉｏｎ (ｅ .ｇ .,Ｚｈａｎｇｅｔａｌ.,1 995;ＨｏｎｇａｎｄＴｓｕｃｈｉｄａ ,1 999) .Ｂｕｒｌａｎｄ (1 990 )ｉｌｌｕｓｔｒａｔｅｄｔｈａｔｔｈｅｍ…  相似文献   

Study on the dynamic characteristic of a U-type tuned liquid damper     

Jong-Shyong Wu  Mang Hsieh 《Ocean Engineering》2002,29(6):358-709

By means of Lagrange's equation, the “coupled” equations of motion for a horizontal plate carrying a U-type tuned liquid damper (TLD) are derived. The “uncoupled” equations of motion for the liquid (in the TLD) and the structural system are then obtained by decoupling the “coupled” ones. Unlike the existing literature to indirectly determine the natural frequencies of a damped vibrating system by using the resonant method, the “complex” eigenvalues of the coupled damped system are obtained directly from the associated eigenvalue equations. Besides, the pressure intensities in the two air chambers and the sizes of the two vertical tanks together with the horizontal conduit are arbitrary in the formulation of this paper. The influence of some key parameters of the TLD on the dynamic responses of the structural system is studied.  相似文献   

Critical State Sedimentation Line of Soft Marine Clays   总被引：1，自引：4，他引：1  

HONG  Zhen-shun 《中国海洋工程》2003,17(4):631-640

The compression behavior responsible for unity sensitivity is very valuable in quantitative assessment of the effects of soil structure on the compression behavior of soft marine sediments. However, the quantitative assessment of such effects is not possible because of unavailability of the formula for the compression curve of marine sediments responsible for unit sensitivity. In this study, the relationship between the remolded state and the conventional critical state line is presented in the deviator stress versus mean effective stress plot. The analysis indicates that the remolded state is on the conventional critical state line obtained at a relatively small strain. Thus, a unique critical state sedimentation line for marine sediments of unit sensitivity is proposed. The comparison between the critical state sedimentation line proposed in this study and the existing normalized consolidation curves obtained from conventional oedometer tests on remolded soils or reconstituted soils explains well the  相似文献   

竖直螺旋槽管强化传热传质特性的研究—壁面几何形状对液膜流动特性的影响     

梅宁  张则荣  陆建辉  石湘 《中国海洋大学学报(自然科学版)》2002,32(1):120-126

该文研究竖直螺旋槽管壁面液膜形成及流动特性。建立了单组分流体的物理和数学模型并得出解析解 ,并分析了壁面几何形状对液膜流动特性的影响。结果表明 :液膜的形状主要受表面张力影响 ,在表面内弯处液膜较厚 ,而在槽道起始部液膜较薄。相对于光滑直管 ,竖直螺旋槽管壁面液膜具有均匀的厚度分布和更好的传热传质性质。  相似文献   

HPLC柱前衍生法测定海水中溶解态游离氨基酸     

王玉君  李烈英  陆田生 《海洋科学》1989,13(2):43-47

本文采用反相高效液相色谱法测定海水中溶解态游离氨基酸,整个分析过程只需40 min就可使所有海水样品中的氨基酸得到很好分离,对各含6pmol的16种氨基酸混合样分析偏差在10%左右,检测极限为100fmo1,线性范围在1pmol到Inmol之间。  相似文献   

海藻液体肥肥效的研究   总被引：3，自引：0，他引：3  

王云峰  石伟勇  潘超君 《海洋学研究》2001,19(3):43-47

采用由碱解法和酶解法制得的海藻液体肥 ,在蔬菜作物上进行浸种和叶面喷施试验 ,结果表明 :海藻液体肥能显著提高种子的发芽率 ,促进作物的生长发育 ,提高作物产量。用海藻液体肥浸种 ,可使种子的发芽率提高 1 0 %左右 ,将其用于叶面喷施 ,则可使作物增产 1 0 %～2 0 %。  相似文献   

Parameter estimation and simulation of dependence of constant pressure batch dewatering on initial solids concentration     

Rahul Konnur  Sasanka Raha 《International Journal of Mineral Processing》2007

The problem of predicting dependence of constant pressure batch dewatering of particulate suspensions on feed solids concentration is considered. Scaling transformations which demonstrate that evolution in the cake consolidation stage of dewatering is governed by an underlying self-similar behavior are proposed. The self-similar master curve, which can be obtained using only one set of experimental dewatering data obtained with a feed suspension having solids concentration above the gel point, is employed for estimating dependence of key dewatering process parameters on feed solids concentration. Using the parameter estimates in a Darcy's law based dewatering model, it is shown that the complete evolution of dewatering for a desired feed solids concentration can be predicted with reasonable accuracy. The approach is simpler to implement in comparison to available pressure filtration models, which require several suspension characterization experiments.  相似文献   

Use of vertical electrical soundings to delineate seawater intrusion in a coastal area of Byunsan,Korea     

Sung-Ho Song  Jin-Yong Lee  Namsik Park 《Environmental Geology》2007,52(6):1207-1219

To delineate spatial extent of seawater intrusion in a small experimental watershed in the coastal area of Byunsan, Korea, electrical resistivity surveys with some evaluation core drillings and chemical analysis of groundwaters were conducted. The vertical electrical sounding (VES) method was applied, which is useful to identify variations in electrical characteristics of layered aquifers. The drilling logs identified a three-layered subsurface including reclamation soil, weathered layer and relatively fresh sedimentary bedrock. The upper two layers are the main water-bearing units in this area. A total of 30 electrical sounding curves corresponded mostly to the H type and they were further divided into three classes: highly conductive, intermediate, and low conductive, according to the observed resistivity values of the most conductive weathered layer. In addition, groundwater samples from 15 shallow monitoring wells were analyzed and thus grouped into two types based on HCO₃/Cl and Ca/Na molar ratios with TDS levels, which differentiated groundwaters affected by seawater intrusion from those not or less affected. According to relationships between the three classes of the sounding curves and groundwater chemistry, locations of the monitoring wells with low HCO₃/Cl and Ca/Na ionic ratios coincided with the area showing the highly conductive type curve, while those with the high ratios corresponded to the area showing low conductive curve type. Both the low electrical resistivity and the low ionic ratios indicated effects of seawater intrusion. From this study, it was demonstrated that the VES would be useful to delineate seawater intrusion in coastal areas.  相似文献   

对混合土液塑限试验的讨论     

刘福臣  孙玉琢  王启田 《岩土工程技术》2007,21(3):122-122,133

土的液塑限试验是土工试验常见试验之一。含有一定数量粗粒组的混合土,用0.5 mm以下粒径范围的土作液塑限试验,得到的液塑限偏低,由此土的分类定名不符合实际。建议用0.075 mm以下粒径范围的土做液塑限试验。  相似文献   

液塑限联合测定法的若干问题探讨     

殷春娟  崔永高  郑大龙 《上海国土资源》2007,(1):63-66

对液塑限联合测定法数据进行整理,采用基于EXCEL图表处理功能编制的电子表格计算法代替规范作图法,既方便又提高工效。同时对上海滨海平原区土层的液塑限试验合格品的临界相关系数平方值R2进行了探讨,并结合实践分析了上海滨海平原区土层的液塑限相关系数特点。  相似文献