材料状态对干砂小应变特性的影响   总被引：2，自引：0，他引：2  

蔡正银  李相崧 《岩土力学》2004,25(1):10-14

利用注能虚拟质量(EIVM)共振柱系统进行了干砂小应变特性试验,研究了有效平均正应力、土样密度、剪应变幅值以及荷载往复次数对剪切模量和阻尼比的影响。试验结果表明,剪切模量随有效平均正应力与土样密度的增加而增加,而阻尼比的变化规律则与之相反,并且有效平均正应力对干砂小应变特性的影响程度比土样密度的影响程度大得多;随着剪应变的增加,剪切模量越来越小,而阻尼比越来越大;荷载往复次数对剪切模量基本没有影响,而对阻尼比有较大影响。  相似文献   

倾斜基岩上的边坡破坏模式和稳定性分析   总被引：6，自引：0，他引：6  

徐光明  邹广电  王年香 《岩土力学》2004,25(5):703-708

应用离心模型试验对工程中被颇为关注的带有与边坡走向一致的倾斜基岩面,且在该基岩面存在软弱夹层的边坡的稳定性和破坏模式进行了比较详细地研究,并用极限平衡分析方法对试验结果进行了计算分析。模型试验结果表明,该类边坡失稳时,紧贴岩面的软弱夹层就成为滑动破坏面,因而边坡整体沿基岩面向下滑动,且侧向水平位移各处基本一致,表现出典型的平移滑动破坏模式。将稳定安全系数的实测结果与按平移滑动破坏模式的极限平衡分析方法的计算结果相比较后发现,两者相当地吻合,证实了按平移滑动破坏模式所作的极限平衡分析,能良好地预测边坡平移滑动破坏情形下的稳定安全系数。  相似文献   

Prediction and prevention of the impacts of sea level rise on the Yangtze River Delta and its adjacent areas   总被引：4，自引：0，他引：4  

SHI Yafeng  ZHU Jiwen  XIE Zhiren  JI Zixiu  JIANG Zixun  YANG Guishan 《中国科学D辑(英文版)》2000,43(4):412-422

The Yangtze River Delta region is characterized by high density of population and rapidly developing economy. There are low lying coastal plain and deltaic plain in this region. Thus, the study area could be highly vulnerable to accelerated sea level rise caused by global warming. This paper deals with the scenarios of the relative sea level rise in the early half period of the 21st century in the study area. The authors suggested that relative sea level would rise 25 50 cm by the year 2050 in the study area, of which the magnitude of relative sea level rise in the Yangtze River Delta would double the perspective worldwide average. The impacts of sea level rise include: (i) exacerbation of coastline recession in several sections and vertical erosion of tidal flat, and increase in length of eroding coastline; (ii) decrease in area of tidal flat and coastal wetland due to erosion and inundation; (iii) increase in frequency and intensity of storm surge, which would threaten the coastal protection works; (iv) reduction of drainage capacity due to backwater effect in the Lixiahe lowland and the eastern lowland of Taihu Lake region, and exacerbation of flood and waterlogging disasters; and (v) increase in salt water intrusion into the Yangtze Estuary. Comprehensive evaluation of sea level rise impacts shows that the Yangtze River Delta and eastern lowland of Taihu Lake region, especially Shanghai Municipality, belong in the district in the extreme risk category and the next is the northern bank of Hangzhou Bay, the third is the abandoned Yellow River delta, and the district at low risk includes the central part of north Jiangsu coastal plain and Lixiahe lowland.  相似文献   

肺结核患者中医体质分布特征及相关因素研究          下载免费PDF全文

王进  张雪芳 《应用海洋学学报》2020,36(12):115

目的：研究初诊肺结核患者中医体质分布特征,分析常见体质与危险因素的相关性。方法：选择南京市第二医院（公共卫生医疗中心）结核科住院治疗的初诊肺结核患者359例作为研究对象,完成一般人口学资料和《中医体质判定表》的问卷调查,采用SPSS 22.0软件对调查数据进行统计学分析,分析常见病理体质与危险因素的相关性,并进行多因素回归分析。结果：①在被调查的359例初诊肺结核患者中,平和质占3.80%,偏颇体质占96.20%,偏颇体质中尤以阴虚质、气虚质和阳虚质为主。②阴虚质在肺结核合并糖尿病患者中所占比例为42.70%（P＜0.05）;在多因素回归分析中得出合并糖尿病是气虚质肺结核患者的危险因素。③阴虚质肺结核患者在吸烟患者中所占比例为45.60%,结果有统计学意义（P＜0.05）;气虚质、阴虚质患者在接触粉尘或化学气雾的工作环境中所占比例分别为52.84%、57.30%,结果均有统计学意义（P＜0.05）;多因素回归分析得出接触化学气雾或粉尘是阳虚质肺结核的危险因素。结论：初诊肺结核的发生与中医体质类型有关,提示要调节体质综合防治肺结核的发生。  相似文献   

南黄海大型潮汐水道动力地貌环境对人类活动响应——以小庙洪水道为例          下载免费PDF全文

陈可锋  曾成杰  王乃瑞  徐俊晖 《水科学进展》1990,31(4):514-523

辐射沙脊群内潮汐水道由于没有固定的边界，其稳定性对人类活动影响更加敏感。通过收集近20年来辐射沙脊群南翼小庙洪海域实测高分辨率水下地形资料，结合数学模型分析研究人类活动对小庙洪海域水动力和地形冲淤累积影响。研究结果表明：近20年来小庙洪水域边滩匡围面积达126.09 km²，边滩匡围导致小庙洪尾部、中部及口门段断面流量分别减小14.2%、15.79%和9.13%；尾部、中部及口门段深槽区平均流速分别减小20~30 cm/s、10~20 cm/s和5~10 cm/s。小庙洪水道南侧-5 m等深线变化幅度较小，基本保持稳定状态；-10 m等深线继续向西延伸，向南拓展。近20年来小庙洪边滩匡围虽导致水道内纳潮量和水动力有所减弱，但由于目前匡围区均处于高滩区域，各匡围工程所引起的泥沙冲淤仅限于工程区附近，对小庙洪水道整体稳定性、深槽主轴南逼、口门水道整体北淤南冲的演变趋势没有产生明显影响。  相似文献   

现场多功能定点观测系统     

朱伯荣  王振东 《海洋工程》1997,(3)

现场多功能定点观测系统是为潮汐河口及沿海地区进行水文测验而研制的。它由传感器组件、压力仓、电子电路、数据采集和处理装置等组成。传感器组件有流速、流向、温度、压力、电导率和含沙量等传感器，能测量流速等６种水文参数。该系统的使用既可长期定点锚泊测量，也可短期随船测量。长期锚泊测量能适应恶劣环境。  相似文献   

一种联合π定理和神经网络的试验数据挖掘模式     

顾正华  唐洪武  段子冰 《海洋工程》2006,24(3):85-90,94

为了解决试验数据分析手段的不足和单一问题,联合人工神经网络理论和π定理,提出一种试验数据的挖掘模式,并把它应用于快速船伴流场特性分析中,结果表明该数据挖掘模式不但能有效地克服前述问题,还能降低物理模型试验对试验组次的要求,得到量纲和谐的、具有统一形式的非线性公式,有助于提升物理模型试验的知识发现层次。  相似文献   

Numerical Analysis of Interaction Between Pile-Supported Pier and Bank Slope   总被引：2，自引：1，他引：2  

WANG  Nianxiang 《中国海洋工程》2001,(1):117-128

Two- and three-dimensional finite element analysis programs for pile-soil interaction are compiled. Duncan-Chang's Model is used. The construction sequence of the pier is modeled. The pile-soil interface element is used. The influence of the combination type of piles on the deformation of bank slope and pile behaviour is analyzed. Different designs of a pile-supported pier are compared thoroughly. Calculation results show that the stresses and displacements of the pile are directly related to the distance from the bank slope and the direction of inclination. An inclined prop pile set in the rear platform would remarkably reduce the stresses of piles and the displacement of the pier.  相似文献   

Water Wave Refraction and Diffraction over Frictional Topography     

Zuo Qihua  Yao Guoquan Ding Bingcan Senior Engineer  Nanjing Hydraulic Research Institute  Nanjing Engineer  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1993,(1)

- This paper considers the effects of wave energy dissipation induced by sea-bottom friction on the computational results of water wave refraction and diffraction with the parabolic equation method. The presented results show that the friction factor formula adopted in this paper is of higher numerical accuracy than that introduced by Dalrymphe (1984), and it can be used to compute wave propagation over large open areas.  相似文献   

A Numerical Model for Mixing Areas of Pollutant Discharging into Tidal Flows     

Gu Jie  Kuang Cuiping Engineer  Nanjing Environmental Protection Research Institute  Nanjing . Senior Engineer  Doctor  Nanjing Hydraulic Research Institute  Nanjing 《中国海洋工程》1996,(3)

- A combined numerical model for computing mixing areas of pollution vertical jet discharging into tidal flows has been developed. This numerical model is composed of a 2-D depth-averaged dynamic far-field numerical model and a 2-D vertical dynamic near-field numerical model. The former uses finite node method to compute velocity, and improved finite node method to compute pollutant concentration distribution; the latter is a k-e turbulence model, and uses SIMPLE (Semi-Implicit Method for Pressure Linked Equations) method to compute velocity. At the same time, the former provides boundary conditions for the latter. This model can simulate both far- field pollutant concentration distribution and near-field vertical recirculation quickly and precisely. This model has been verified by measured data of pollutant F of the Dachang reach of the Changjing River and test data presented by Chen el al. (1992). On the basis of verification, the authors use a designed hydrograph to compute this mixing area for a cer  相似文献