Evalution of Application of p-y Curve Method in Offshore Engineering Foundation

- Based on the Mohr-Coulomb failure principle and Rankine's theory, the laterally loaded pile ultimate resistance formulas of sand and soft clay proposed by Reese and Matlock respectively are discussed in this paper. The authors put forward the modified ultimate resistance formulas on the basis of which the ultimate resistance formula is developed for horizontally loaded pile in multi-layer soil in consideration of the effect of the overburden soil pressure on the calculation of soil layer. It is significant to the correct application of the ultimate resistance formulas in API and ZCS Rules into offshore engineering.     

线圈释放式温、盐、深探头运动特性的数值计算方法研究

线圈释放式温、盐、深探头从空中定点投放，入水后测量海洋不同海水层面上的温度和盐度，因此必须知识探头各个时刻的入水距离，以与获得的温、盐数据对应。本文对其运动特性进行了数值计算，并在计算中考虑了探头质量和排水体积的变化。利用已有的形状完全相同但不释放线圈的探头实验资料，拟合出了探头在海水中的阻力系数与雷诺数的关系式。并且分析了探头入水瞬间速度损失的影响。     

皱纹盘鲍脓疱病病原菌──河流弧菌-Ⅱ的抗药机制的初步研究

1993年9月至1995年末，大连地区的一龄鲍至成鲍都出现了脓疱病，用常规方法从3个养殖厂的病鲍中分离到了3个菌株，分别为D株、N株和T株。经鉴定这3个菌株为同一种──河流弧菌-Ⅱ。这3个菌株来自3个不同的海区、不同的单位，并且这3个单位使用的抗生素种类和浓度也木同，所以这3个菌株对18种抗生素的敏感度也木同。D株对环丙沙星（抑菌坏直径30mm）、复方新诺明（抑菌坏直径27mm）等敏感，而对青霉素、青霉素Ⅱ、氨苄青霉素（抑菌环直径0mm）等耐药。N株除对青霉素Ⅱ、白霉素、吡哌酸等耐药外，对其它12种抗生素都敏感或中度敏感（抑菌环直径13．5－30mm）。T株对氟派酸（抑菌环直径22mm）、环丙沙星（抑菌环直径20．3mm）等敏感，而对氯霉素、复方新诺明等耐药。研究发现，经常使用同一种抗生素很容易使病原菌产生耐药性．连续3d使用单一的抗生素（青霉素）就会产生耐药的菌株。为证明上述3个菌株的抗药性是属于哪一类，以T株为例，提取总DNA，并对总DNA进行EcoRⅠ酶切图谱分析，图谱有明显的异同，说明3个菌株的抗药性不同可能与基因突变有关。不管是非遗传型还是遗传型，都是由于抗生素为细菌提供了耐药突变株的选择环境，从而使耐药菌株得以大量繁殖。     

海边香豌豆（Lathyrus maritimus）资源开发基础研究

海边香豌豆是生长在青岛海边的野生豆科植物，具有开发前途和应用价值。研究表明，它具有耐盐性、多年生、再生力强、抗逆性强、营养丰富等特点。其核型为Ｋ（２ｎ）＝１４＝６ｍ＋８ｓｍ。     

吸附式制冷单管吸附床传热传质的数值模拟及分析

建立氯化钙—氨吸附式制冷单管吸附床传热传质模型 ,采用数值方法对该模型进行了求解 ,得出不同工况下的温度场 ,讨论了吸附床的有效导热系数、接触热阻、流体传热系数等对解吸量及制冷功率的影响。结果表明 ,提高吸附床导热有效导热系数 ,减小接触热阻可有效地改善吸附床的性能 ,为吸附床的优化设计提供了依据     

壳聚糖诱导植物抗病机制研究进展

对壳聚糖在植物抗病诱导中的作用机制进行了综述。壳聚糖可直接抑制病原菌生长 ,诱导植物产生病程相关蛋白 ,积累次生代谢产物 ,并参与植物 -病原菌之间的信号传导。评述了壳聚糖信号传递的可能途径及其与激素信号传导的关系 ;提出了开发壳聚糖生防农药的可行性及进一步研究的重点。     

深海观测系统脐带缆形态分析及计算

通过对水下拖曳系统脐带缆索的受力情况、形态进行分析，建立了三维空间缆索的物理模型和数学模型，并在此基础上编制了计算程序，对6000m深海观测系统脐带缆的性状进行了模拟计算，其结果为深拖系统最佳缆长的确定提供了理论依据。     

Vertical uplift resistance of close-spaced shallow rectangular group anchor plates embedded in sand

Abstract

This study describes an analytical solution for determining the ultimate vertical uplift resistance of a group of two and multiple number of close-spaced shallow rectangular anchor plates embedded horizontally in sand. The analysis was performed by using an upper bound theorem of limit analysis with the employment of the kinematically admissible three-dimensional (3D) rigid wedge collapse mechanisms. Results are obtained in terms of dimensionless uplift factors F_γ and F_q due to the components of soil self-weight and surcharge pressure acting on the ground surface for a wide range of parameters. It was found that the magnitude of uplift factors decreases substantially with a decrease in the clear spacing between the anchors, soil friction angle, and embedment ratio, and an increase in the aspect ratio of anchors. Further, it was noticed that when the clear spacing between the anchors is greater than or equal to the certain critical value, the interaction effect of anchors vanishes and the magnitude of uplift factors associated with a group of anchors becomes equal to that of single isolated anchors. The present solutions are found to compare reasonably well with those theoretical, numerical, and experimental results available in the literature.     

饲料中卵磷脂对养殖水生动物生理的影响

卵磷脂包含多种营养成分:磷脂酰胆碱、磷脂酰乙醇胺、磷脂酰肌醇、磷脂酰丝氨酸、磷脂酸等,这些物质水解可以为机体提供多种营养物质。机体中的卵磷脂则是维持细胞结构和功能的细胞膜的基本成分,对于细胞的生长和分化,机体内脂肪代谢,信号转导,维持机体稳态,增强机体免疫等具有重要意义。本文就卵磷脂对水生动物生长,抗脂肪肝以及对免疫功能的影响做一综述,以期为水产养殖提供理论参考。     

A review on the behavior of helical piles as a potential offshore foundation system

Abstract

Helical piles are used mainly to resist tension forces generated by uplift and overturning moments of various structures, therefore they have been suggested as a potential alternative to driven piles as offshore pile because they provide a large uplift capacity due to the anchor effect of the helix. To date no standards are available for the assessment of the use of helical piles in the offshore environment. State-of-the art installation and uplift capacity assessment is based on field onshore tests on small helical piles. The purpose of this review is to critically evaluate the current knowledge on helical piles considering uplift capacity, cyclic load, installation torque models and the parameters affecting the installation torque, to understand whether they can be considered for potential offshore applications. The paper could be of valuable interest for engineers and contractors involved in the offshore installation of piles.