Effect of Cyclic Loading Frequency on Undrained Behaviors of Undisturbed Marine Clay

Based on a series of cyclic triaxial tests, the effect of cyclic frequency on the undrained behaviors of undisturbed marine clay is investigated. For a given dynamic stress ratio, the accumulated pore water pressure and dynamic strain increase with the number of cycles. There exists a threshold value for beth the accumulated pore water pressure and dynamic strain, below which the effect of cyclic frequency is very small, but above which the accumulated pore water pressure and dynamic strain increase intensely with the decrease of cyclic frequency for a given number of cycles. The dynamic strength increases with the increase of cyclic frequency, whereas the effect of cyclic frequency on it gradually diminishes to zero when the number of cycles is large enough, and the dynamic strengths at different frequencies tend to the same limiting minimum dynamic strength. The test results demonstrate that the reasons for the frequency effect on the undrained soil behaviors are beth the creep effect induced by the loading rate and the decrease of sample effective confining pressure caused by the accumulated pore water pressure.     

大力发展福建省海洋高新技术产业

海洋是福建的一大优势,也是振兴经济的希望所在。因此,必须大力加强海洋科学技术研究,发展海洋高新技术,加快产业化进程,促进我省经济的快速发展和社会的全面进步。 1 发展构想 从福建海洋产业结构现状和国内外海洋产业发展的趋势分析,我省海洋高新技术产业发展应分“两个阶段三步走”。     

移动通信系统在港口工程建设中的应用

通信在筑港施工中,从生产班组到工程指挥部部是不能缺少的。它也是确保安全生产、提高经济效益的必要条件,在我国通信技术还比较落后,通信服务远不能满足经济发展需要的情况下,发展移动通信技术是解决筑港施工中通信问题的必由之路。本文以我国目前的通信技术水平为基础,提出了适合筑港施工需要的移动通信系统。     

Spectral Analysis of Nonlinear Drag Forces

The spectral properties of nonlinear drag forces of random waves on vertical circular cylinders are analyzed in this paper by means of nonlinear spectral analysis. The analysis provides basic parameters for estimation of the characteristic drag forces. Numerical computation is also performed for the investigation of the effects of nonlinearity of the drag forces.The results indicate that the wave drag forces calculated by linear wave theory are larger than those calculated by the third order Stokes wave theory for given waves. The difference between them increases with wave height. The wave drag forces calculated by use of hnear approximation are about 5% smaller than their actual values when measured in the peak values of spectral densities. This will result in a safety problem for the design of offshore structures. Therefore, the nonlinear effect of wave drag forces should be taken into comidemtion in design and application of important offshore structures.     

湛江湾沿岸工程冲淤影响的预测分析Ⅱ.冲淤的数模计算

本文在研究I动力地貌分析的基础上,参照窦国仁等提出的河道二维全沙数学模型,建立了在波浪、潮流共同作用下的二维全沙数学模型.通过合理地选取模型中有关参数,比较好地模拟了日前湛江湾冲淤变化的基本态势,并对湛江湾开发工程后港湾可能引起的冲淤强度变化和冲淤区域的空间分布进行了计算预测,其结果与动力地貌分析的结果一致.     

直墙前破波波浪力

对被重新修正后的Ｇｏａｔ直墙波压力计算方法进行了分析，主要是对其无因次波浪力随基床肩宽和相对波变的变化进行分析，结果发现，Ｇｏａｔ法计算的无因次波浪力随基床肩宽的变化有一最不利肩宽，此不利肩宽与相对波高无关；在同一水深条件下，Ｇｏａｔ法计算的无因次波浪力随对波高的增大而增大。此两点与试验数据不符。     

中国水资源总库 全国水网总枢纽——渤海淡水湖工程构想(续)

本文对渤海淡水湖工程进行技术经济可行评价，认为经济效益显著，技术也可行，所需投资在５００亿元之内，开工后２０年即可偿还全部投资本息，鉴于渤海海水综合全淡化需一段时间，应首选建设其配套项目渤海湾淡水湖工程，即在滦河与黄河三角洲之间的渤海湾构筑海堤，拦蓄黄河、海河、滦河等入海淡水，形成渤海湾淡水湖，１０年内即可向京津、河北、山东等地供应５００亿ｍ＾３淡水，初步缓解北方水危机，并为建设大渤海淡水湖工程赢     

强潮河口围海工程对水动力环境的影响

针对强潮河口边界地形复杂、岛屿众多、悬沙分布在口门以上、河段存在高含沙量浑浊带以及底沙级配分布宽的特点,给出了贴体正交曲线坐标系下非均匀悬沙、底沙数学模型的基本方程、初始条件、边界条件及动边界处理技术,对计算中经常遇到的几个关键问题提出了解决方法。计算的18个潮位站潮位过程与原型吻合良好,8个断面的46条垂线同步流速、流向过程计算值与实测值吻合较好。在此基础上,探讨了多连通域复杂边界条件下非均匀不平衡悬沙与底沙的长时期的底床变形模拟问题。以瓯江口温州浅滩围海工程为例,应用二维潮流泥沙数学模型,研究了强潮河口围海工程对水动力环境的影响问题,包括该工程引起的潮量变化、各水道流速变化及长时期的底床变形。     

银洲湖港口群规划工程的潮流数值计算分析

介绍了银洲湖港群的自然环境，潮汐特征和工程规划概况，应用一维不恒定流计算方法分析港口群规划工程对沿线河道的潮位和涨落潮量变化的影响，用二维不稳定流计算方法分析港口群规划工程对港区及附近水域流态变化的影响。     

某船坞南翼墙基岩水下控制爆破技术

本文介绍的基岩水下爆破属临近重要建筑物的水下控制爆破。当岩石裂隙发育，且岩面有较厚的石碴覆盖层，其技术难度大，采取的诸如搭钢平台钻孔。塑料套管护孔，以及孔间、排间塑料导爆管雷管接力式微差起爆网路等措施，都是成功之经验，值得今后类似工程推广应用。