A Note on Soil Structure Resistance of Natural Marine Deposits

It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure.     

Development of a real-time PCR method for Thalassiosira rotula rapid detection

Gene specific primers and DNA probe were designed based on the sequence of 18S rDNA cloned from the red tide alga Thalassiosira rotula. A real-time fluorescent quantitative PCR (RFQ-PCR) method was developed for quantitative detection of T.rotula. The RFQ-PCR assay data showed that the results obtained with the RFQ-PCR quite good agreement with those with the light microscope (LM) counting method, which suggested that the RFQ-PCR could be a useful method for red tide alga detection.     

汕头近岸区的台风波浪 (二)后报台风波浪及其基本特征

本文采用《受陆岸影响浅水区台风风浪的推算方案》后报影响汕头近岸区的台风风浪，并以此与Ｔｈｏｍｐｓｏｎ关于波型的判据和合田良实的不同波型能量集中度的规定相结合，计算台风混合浪，经与现场实测资料相比较，效果良好；依４４年台风浪的后报结果，可以得到各场台风过程的波高，波能和主波向的变化以及后报台风较大浪时能随方向的分布     

“数字海图质量检测与评估系统“ 设计方法探讨

本文首先介绍了目前我国数字海图质量检测中存在的缺陷,然后阐明了数字海图检测的内容及需要解决的技术难点,论述了"数字海图质量检测与评估系统"的总体设计思想、应达到的技术性能指标、所需要的软硬件环境和其模块组成.     

印度西大陆边缘富含气体沉积物及气体水合物层的检测

在印度西大陆边缘外的高分辨率地震反射和浅层剖面都揭示了在内陆架上有空白反射、反射波终断与渗流相伴生的形式出现的声学屏蔽特征的存在。这些屏蔽现象揭示了富含气体沉积物的存在。在外陆架-中陆坡地区，那些麻坑地形及上覆水体中突出的羽状流都清楚地表明有气体从陆坡沉积物中渗流出来，而正是这种渗流反映了源岩的存在。地震剖面也揭示了中-下陆-陆隆地区存在着似海底反射波（BSR），同时推测认为存在着气体水合物。BSR大约出现在海底之下300-600ms(TWTT)、水深525-2200m的范围内，它们偶然地呈不连续特征。在BSR之上同样也可以见到清楚的反射空白区及声学空白带。相反，杂乱/或散射的双曲线反射波则出现在BSR之下，这可能是富含气体沉积物存在的一种反映。褶皱、底辟构造及断层均存于陆坡-陆隆区，它们可能成为流体及甲烷气体从深部向上运移的通道及圈闭。     

用一种方法同时检测水产品中的多种致病性弧菌

建立了水产品中12种致病性弧菌的同一检测方法。确定了增菌、分离培养基、培养温度等关键参数。新方法有较好的特异性，简便、快速，灵敏度＜0.4个／g；对200份水产品的检测结果显示，新方法的检测结果同常规培养法的结果完全相符。     

基于普通摄像机成像系统测量的误差分析

在人机工程学及物体、人体运动信息检测系统的研究中，较多地应用了基于普通摄像机的三维摄像测试分析系统。分析了系统基本构成原理和公式推导及实验过程中的误差来源，并对改进各种误差的方法进行了初步的探讨。     

弧后盆地的形成

本文就弧后盆地及其形成的动力学模式进行了简要地讨论，认为在岛（山）弧后方除现今所通称的弧后盆地以外，尚可存在广义上的弧后盆地。它们远离弧体位置，但由于俯冲带的远端“抬头”，同样可引起地壳的裂陷，其构造作用叠加于先期断陷带之上。     

检测cDNA文库克隆中插入片段大小的简易方法

在ｃＤＮＡ文库克隆的大规模测序之前 ,一般需对克隆中插入片段的大小进行检测。传统的检测方法是首先用煮沸法［１,２］或碱裂解法［１,３］提取质粒ＤＮＡ ,然后用限制性内切酶进行酶切分析。在对大量的克隆进行检测时 ,这种方法则显得十分烦琐、费时。Ｚｏｎ等［４］于１９８９年提出了一种基于ＰＣＲ技术的直接用于克隆检测的方法。与传统的酶切检测法相比 ,此种方法相对简单、快速得多。但是它仍然需要提取质粒ＤＮＡ ,而且实验成本较高。新近 ,Ｔａｒｉｇ［５］等对Ｚｏｎ等的方法进行了进一步的改进。改进后的方法不需要提取质粒Ｄ…