软土路基段高速公路已建桥梁桥头跳车维修方法

针对软土路基高速公路已建桥梁桥头跳车问题,介绍目前桥头跳车常用的几种维修方法.通过对比分析可知:相比其他传统维修技术,聚氨酯注浆技术经济性明显,可以有效处理软土地区高速公路已建桥梁桥头跳车问题.     

公路涵洞跳车原因及综合防治措施

结合沈阳至彰武高速公路及辽中至新民高速公路设计与施工实际情况,对涵洞跳车成因与综合防治措施及对涵洞台后填料进行压浆加固进行探讨.     

高等级公路桥头跳车的原因和防治措施

阐述了高等级公路桥头跳车产生的原因和一些防治措施.     

浅谈旧路加宽综合处治及施工

就旧路加宽综合处治及施工中遇到的一些问题进行了探讨.     

Relationship between condition and recruitment success of red shrimp (Aristeus antennatus) in the Balearic Sea (Northwestern Mediterranean)

This study evaluates the reproductive potential and condition of the red shrimp (Aristeus antennatus) population inhabiting the waters around the Balearic Islands (Northwestern Mediterranean Sea), between 1991 and 2004. Red shrimp is one of the most valuable exploited demersal fishery resources in the western Mediterranean. To assess the condition of this species, we use two indices based on weight and length data, one including the gonad weight and another excluding it. Different biological parameters of the population dynamics and reproductive biology, such as sex-ratio, maturity, gonadosomatic index and presence of the spermatophore in females have also been analysed. A negative relationship was found between the gonadosomatic index and the condition of red shrimp, indicating that energy reserves are transferred from the body to the gonad during the reproductive period. The condition of adults reached minimum values during the maturation and spawning period after mating, when the gonadosomatic index, the spermatophore presence in females and the proportion of females in the population were highest. The relationship between the condition of adults during the months prior to spawning and the number of recruits in the following year was significant and positive. This relationship was stronger when only male condition was considered, suggesting that males have an important role on the reproductive potential of this species. Overall, our results suggest that condition of red shrimp, particularly males, is an important aspect for the reproductive and recruitment success of this species. The observed decreasing trend in male condition over years may raise concern on the future reproductive potential of that population.     

桥墩扰流对通航净宽尺度影响的试验研究

建桥后由于桥墩扰流,改变了原有的水流条件与河床冲淤条件,从而影响到原有的通航条件.在总结国内主要研究成果的基础上,结合水槽定、动床试验成果,对桥墩扰流宽度影响因素进行深入分析,并用量纲分析法得出其计算公式.     

曲轴弯曲与过热的现场修理

某滚装船主机曲柄销烧蚀严重，造成曲轴弯曲0．45mm，曲柄销表面硬度超过正常水平3倍以上，且极不均匀。由国外修理无望的情况下，青远华林与青岛万度力公司携手开拓，创造性地在现场对该主机曲轴实施了校直、退火、加工等服务，并于2个月后，在青岛再次对该主轴进行检验．证明该修理工程的成功。     

日照港船舶引航系统的设计与应用

根据日照港的实际情况,综合应用高精度GPS定位技术、电子海图显示与信息系统、图像处理技术、船舶自动识别技术、信息融合技术、数据库管理系统等先进技术设计并实现了船舶引航系统,介绍了系统的主要结构、功能及技术特点。实践表明,该系统能够满足船舶引航需要,保障船舶航行安全。     

基于洞顶岩体应力传递的小型采空区稳定性评价方法研究

浅埋洞穴及小型采空区稳定性受顶板岩体结构强度、侧壁稳定性及上部荷载大小等多种因素影响,在地基稳定性评价中系统考虑这些因素的影响是保证评价结果真实可靠的关键。根据岩溶洞穴及小型采空区等地下空洞的分布特征,采用基于洞顶上方岩体应力传递的力学平衡分析方法进行洞穴稳定性评价,综合考虑空洞侧壁稳定和黏聚力c值的影响,推导临界深度计算公式,探讨了相关参数的取值方法。实例计算分析结果表明,本方法综合考虑洞穴侧壁稳定和黏聚力c值对洞顶稳定性的影响,使计算结果更符合客观实际,适于对浅埋洞穴的地基稳定性评价。     

Dynamic congestion pricing with day-to-day flow evolution and user heterogeneity

This paper investigates evolutionary implementation of congestion pricing schemes to minimize the system cost and time, measured in monetary and time units, respectively, with the travelers’ day-to-day route adjustment behavior and their heterogeneity. The travelers’ heterogeneity is captured by their value-of-times. First, the multi-class flow dynamical system is proposed to model the travelers’ route adjustment behavior in a tolled transportation network with multiple user classes. Then, the stability condition and properties of equilibrium is examined. We further investigate the trajectory control problem via dynamic congestion pricing scheme to derive the system cost, time optimum, and generally, Pareto optimum in the sense of simultaneous minimization of system cost and time. The trajectory control problem is modeled by a differential–algebraic system with the differential sub-system capturing the flow dynamics and the algebraic one capturing the pricing constraint. The explicit Runge–Kutta method is proposed to calculate the dynamic flow trajectories and anonymous link tolls. The method allows the link tolls to be updated with any predetermined periods and forces the system cost and/or time to approach the optimum levels. Both analytical and numerical examples are adopted to examine the efficiency of the method.