《岩土力学》被评为第六届湖北省优秀期刊及印刷省优产品

由湖北省新闻出版局、湖北省期刊协会（鄂新出发[2008]31号）文件获悉,第六届湖北省优秀期刊暨第二届湖北省优秀编辑评选活动已经结束,经过“坚持导向、注意质量、严格标准、客观公正”的评选,有106种期刊获第六届湖北省优秀期刊奖,《岩土力学》为自然期刊类49种获奖期刊之一,这是《岩土力学》第二次获得省级优秀期刊奖。     

贵州省地质学会承办省科协2008年第4期学术讲坛

10月24日,贵州省科协2008年第四期学术讲坛在贵州省科技馆学术报告厅举办。本期学术讲坛由贵州省科学技术协会、贵州省政协科协界别活动小组、贵阳市第9中学主办,贵州省地质学会承办,贵州省科学技术馆协办。报告会由贵州省地质学会理事长王明章主持,贵州省政协部分委员、贵     

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.     

偏振激光散斑的相关性研究

采用发送一束线偏振激光产生散斑的方法，研究线偏振激光散斑、＂平均椭圆偏振＂激光散斑以及非偏振激光散斑的相关性和精细结构。指出：当漫射器为一片毛玻璃时，散斑激光是线偏振的．其方向与入射激光束相同；当漫射器为涂无光白漆的毛玻璃时，散斑激光是部分或全部退偏的，涂层越厚，退偏越甚。对于强线偏振散斑场，当偏振方向改变时，散斑的精细结构无明显变化，即使是两个正交方向上的散斑图，也保持良好的相关性。对于非偏振散斑场，当照明激光束的偏振方向改变时．散斑精细结构有明显变化。     

透空式水平板波浪上托力分布

通过系列模型试验，对波浪上托力沿板宽分布进行了详细分析，提出对于透空式平板结构，发生较大冲击压强或上托力的分布主要分为均布型和局部冲击型两类，由此得到压强分布的计算公式。大量试验资料表明，该公式与实验值有着较好的一致性。     

中国测绘学会海洋测绘专业委员会第七届一次全体会议暨第十七届海洋测绘综合性学术研讨会纪要

中国测绘学会海洋测绘专业委员会第七届一次全体会议暨第十七届海洋测绘综合性学术研讨会于2005年9月5日至9日在吉林省延吉市召开。来自交通部、国土资源部、中科院、有关大专院校、科研院及部队等系统的委员、论文作者、测绘仪器厂商代表等llO余人出席了会议。     

福建省海洋学会第四届会员代表大会召开

9月25日，福建省海洋学会第四届会员代表大会在厦门举行。第三届理事会副理事长李少菁教授主持了开幕式并致词。福建省科协为大会发来贺电；厦门市科协学会部彭莉副部长代表市科协到会祝贺此次大会的召开；福建省海洋与渔业局刘修德副局长、厦门市海洋与渔业局周鲁闽副局长、国家海洋局第三海洋研究所余兴光书记到会并致词，     

“海洋地质灾害海洋环境”学术研讨会在青岛召开

由中国地质灾害研究会海洋地质灾害专业委员会，中国海洋学会海洋地质分会、中国地质学会海洋地质专业委员会、中国科学院海洋研究所、广东海洋湖沼学会、广东海洋学会南海石油开发环境研究会和青岛市地质学会联合主办的《海洋地质灾害海洋环境》学术研讨会，于1994年10月19—20日在青岛召开。来自沿海地区高教、科研、部委等部门的专家、教授和青年学者共42名代表参加了会议。     

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

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.