航空遥感技术在新疆和硕-库尔勒段高速公路工程地质调查中的应用

在利用TM 图像进行区域工程地质条件分析的基础上,利用大比例尺航空像片,对新疆和硕-库尔勒段高速公路正线及比较线进行路线工程地质调查,并结合钻探、触探,探地雷达测试,对路线工程地质条件进行综合评价。     

南京附近古砾石层的地质特征与工程力学性质

南京附近的古砾石层是该地区新生代重要地层之一。本文侧重研究它的某些地质学特征、物质成分、成土-成岩作用及工程力学特性。     

何家山滑坡成因机制分析及稳定性评价

通过成因机制分析,对何家山滑坡的稳定性进行定性评价。利用工程地质类比法选取参数,对各种状态下的滑坡稳定性进行定量评价。     

从顺义地表破裂带分析顺义-良乡断裂北段的活动性

沿北京顺义 -良乡断裂北段存在地表破裂带。对这条破裂带进行了成因分析、野外调查、化探和槽探研究 ,认为该破裂带反映了顺义 -良乡断裂北段的现今活动性。今后应注意沿该段断裂的地震活动并在建设规划中充分考虑它对工程可能造成的灾害     

Earthquake resistant building design codes and safety standards: The California experience

Seismologists and earthquake engineers have sought to understand and predict earthquakes and to develop better building designs to withstand them for well over a century. In the United States, the 1906 San Francisco earthquake provided the first real impetus for establishing building design codes and safety standards. Subsequent major California earthquakes in Santa Barbara (1925), Long Beach (1933), San Fernando (1971), Loma Prieta (1989), and Northridge (1994) each led to additional seismological understanding and engineering response in the form of enhanced building design codes. Nonetheless, the process to incorporate good seismic design and mitigation efforts has been slow, and by no means failsafe, especially in the Eastern U.S. where much of the building stock predates more recent design codes, and hence where a major earthquake could collapse large numbers of buildings. Even in the absence of catastrophe, it is still important to guard against a false sense of security.     

国务院抗震救灾指挥部Web信息系统建设简介

采用软件工程和RUP(Rational Unified Process)思想, 围绕着国务院抗震救灾指挥部Web信息系统的设计和实现, 介绍了其主要功能, 阐述了其需求和用例分析、 总体设计过程, 并针对该系统中灾情信息发布模块的具体实现过程, 进行了详细的论述。 同时讨论了在开发Web信息系统过程中碰到的一些技术性问题, 并在实践中加以解决。     

新疆石河子市F_3隐伏断裂活动性及其工程安全性评价

借助地质、物探、化探等手段所获得的资料研究了石河子市隐伏断裂 F3 的活动性 ,并对其对场地工程可能产生的影响进行了评价。结果表明该断裂断错晚更新世的底部 ,属规模和切割深度都有限的晚更新世早期活动断裂 ,不具备发生中等地震的可能性 ,对工程安全不构成威胁     

沿坡厂房多功能地基挡墙锚固技术

铜官山选厂厂房属沿山坡坡面成阶梯状而建成的老厂房，其地基挡墙通常即是上排厂房的挡土结构物，又是下排厂房的内侧墙。由于承受载荷的复杂性珈上年久失修，其中铜浮车间内侧挡墙出现明显的破坏。本文简述针对该厂房所进行的地基基础工程勘察，地基挡墙加固设计和锚固施工技术。     

A new formula for the total longshore sediment transport rate

A new predictive formula for the total longshore sediment transport (LST) rate was developed from principles of sediment transport physics assuming that breaking waves mobilize the sediment, which is subsequently moved by a mean current. Six high-quality data sets on hydrodynamics and sediment transport collected during both field and laboratory conditions were employed to evaluate the predictive capability of the new formula. The main parameter of the formula (a transport coefficient), which represents the efficiency of the waves in keeping sand grains in suspension, was expressed through a Dean number based on dimensional analysis. The new formula yields predictions that lie within a factor of 0.5 to 2 of the measured values for 62% of the data points, which is higher than other commonly employed formulas for the LST rate such as the CERC equation or the formulas developed by Inman–Bagnold and Kamphuis, respectively. The new formula is well suited for practical applications in coastal areas, as well as for numerical modeling of sediment transport and shoreline change in the nearshore.     

主成分分析法在海洋工程系统风险分析中的应用

风险分析作为一门新的应用技术，正在不断地为更多的人们所认识。它不仅在重大项目的投资分析中起着不可缺少的重要作用，并且正在被广泛的应用于军事、环境、科学和工程等领域中。但是，如何在系统风险分析中，特别是在工程系统风险分析中对已识别出的风险事件进行量化分析、找出主要风险事件对系统的影响及对子系统的风险程度进行比较和分析仍是一个重要的课题。这个问题的解决将使风险分析更接近工程实际、更具有实际的指导意义。文章介绍了主成分分析法的原理和实施步骤，并通过实例介绍了主成分分析法在系统风险分析中的应用。在系统风险分析中使用主成分分析法，可以对系统中各子系统的风险程度进行客观的评估，并且可以对风险事件进行聚类分析，使风险控制更容易实施，并且使风险分析更接近工程实际、更具有指导意义。文章中还指出了在使用主成分分析法时应注意的问题。