An Approach to Stability Analysis of Embedded Large-Diameter Cylinder Quay   总被引：3，自引：3，他引：3  

WANG  Yuanzhan 《中国海洋工程》2002,16(3):383-393

The large-diameter cylinder structure, which is made of large successive bottomless cylinders placed on foundation bed or partly driven into soil, is a recently developed retaining structure in China. It can be used in port, coastal and off-shore works. The method for stability analysis of the large-diameter cylinder structure, especially for stability analysis of the embedded large-diameter cylinder structure, is an important issue. In this paper, an idea is presented that is, em-bedded large-diameter cylinder quays can be divided into two types, i.e. the gravity wall type and the cylinder pile wall type. A method for stability analysis of the large-diameter cylinder quay of the cylinder pile wall type is developed and a method for stability analysis of the large-diameter cylinder quay of the gravity wall type is also proposed. The effect of sig-nificant parameters on the stability of the large-diameter cylinder quay of the cylinder pile wall type is investigated through numerical calculation.  相似文献   

Sediment Transport in Rivers and Coastal Waters     

YANG  Shu-qing 《中国海洋工程》2003,17(4):527-540

Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions.  相似文献   

Dynmnic Response Analysis for Embedded Large-Cylinder Breakwaters Under Wave Excitation     

王元战祝振宇  周枝荣 《中国海洋工程》2004,18(4):585-594

A numerical model is developed for dynamic analysis of large-cylinder breakwaters embedded in soft soil. In the model, the large cylinder is taken as a rigid body divided into elements and the soft soil is replaced by discrete 3D nonlinear spring-dashpot systems. The numerical model is used to simulate the dynamic response of a large-cylinder breakwater to breaking wave excitation. The effects of the dynamic stress-strain relationship models of the soil, the radius and embedded depth of the cylinder, the nonlinear behaviors of the soil, and the limit strength condition of the soil on the dynamic responses of the large-cylinder structure are investigated with an example given. It is indicated that the above-mentioned factors have significant effects on the dynamic responses of an embedded large cylinder breakwater under breaking wave excitation.  相似文献   

不同煤级煤对H₂S气体的吸附差异及吸附模型     

薛景战  傅雪海  范春杰  宋党育 《煤田地质与勘探》2016,44(6):75-78

为了研究不同煤级煤对H₂S气体的吸附差异及吸附模型,采集新疆气煤,山西潞安瘦煤、晋城无烟煤3个煤样进行了工业分析、煤岩分析和平衡水条件下的等温吸附实验。采用Langmuir,BET,D-R和D-A吸附模型,利用拟合软件对等温吸附实验数据进行了非线性回归拟合,并检验拟合程度。结果表明:煤对H₂S的吸附量随着煤化程度的加深而增加,为第Ⅰ类等温吸附线;其中Langmuir模型的拟合效果最好,n=1的D-A模型的拟合效果次之,BET模型的拟合效果较差,模型对实验数据的拟合效果与吸附模型中参数个数无明显关系;煤吸附H₂S可用单分子层吸附理论来解释。   相似文献   

高等级海况条件下移动式海上基地动力响应分析     

李青美  吴林键  王元战  肖忠  李怡 《海洋科学》2016,40(8):129-137

针对半潜式超大型浮式结构中典型的移动式海上基地(Mobile Offshore Base,MOB)在高等级海况下的动力响应问题展开研究。在MOB结构"刚性模块-柔性连接构件(Rigid Modules and Flexible Connectors,RMFC)"模型的前提下,根据动力学基本原理,经理论推导并计算得到MOB分别在6、7、8级海况的随机波激励下,其上各模块的动力响应位移结果。详细分析了MOB结构同一模块在不同海况条件下的动力响应位移随浪向角及连接构件刚度的变化规律。研究成果可为半潜式超大型浮式结构动力响应研究及结构优化设计提供一定的技术支撑。  相似文献   

GYROMAT-3000型高精度陀螺仪定向精度探讨     

李飞战  尹伟言  陈真  刘胜震 《测绘标准化》2018,(2)

介绍G-3000型高精度陀螺仪的工作原理,阐述大地方位角与真北方位角之间的关系,对利用已知边坐标方位角换算的真北方位角与G-3000型高精度陀螺仪测定的真北方位角进行比对,进而探讨其定向精度。  相似文献   

粤西及海南地区含金剪切带型金矿   总被引：3，自引：0，他引：3  

袁正新  战明国 《广东地质》1992,7(4):1-10

  相似文献   

应用基础隔震技术的建筑工程造价分析     

郭起剑  姜莹  战松梅 《世界地震工程》2006,22(4):116-120

应用叠层橡胶支座进行基础隔震是目前国内外大力推广的一门建筑抗震新技术。但由于对采用隔震技术后建筑物的工程造价是否会增加缺乏具体的经济技术指标,使得建筑开发商对其推广应用一直持保守态度。选择了位于VIII度区的两个典型工程实例(一例为乙类建筑,另一例为丙类建筑),简要分析了同一建筑物采取不同设计方案(不隔震但抗震设防、隔震使实际设防水平提高、隔震后与未隔震建筑保持相同设防水平等三种不同设计方案)对工程造价的影响及差异。分析数据表明,在同等设防烈度下,基础隔震技术的合理应用可以使被隔震建筑的工程造价与同条件只采用抗震设防的建筑工程造价适当降低。  相似文献   

关于公皋井地下流体数字化观测资料应用的思考与探讨     

杨玉光  金众范  邹向荣  战晓芳 《东北地震研究》2007,23(3):57-63

本文对朝阳地震台公皋井地下流体数字化资料进行了详细的分析,对如何将这些观测资料应用于地震预报进行了探讨。  相似文献   

JMD型滤池双层滤料的净水试验及比较     

王飞际孙恒战  翟瑞忠于桂芳张滨  荆保沢 《中国煤田地质》2007,19(6):52-53,75

大量的试验数据表明石英砂和陶粒组成的双层滤料，其净水处理性能明显好于石英砂和无烟煤双层滤料以及单层石英砂滤料，特别是出水浊度、微絮凝作用，反冲洗周期、藻类的去除、絮凝剂的使用量等指标上具有明显优势，陶粒做为一种新的水处理滤料，正被应用于净水和污水处理。  相似文献