Early Stage Characteristics of Macro Engineering and Suggestions for the Taiwan Strait Tunnel Project

Taiwan Strait Tunnel (TST) is a Macro Engineering Project (MEP). Countries all over the world have accumulated much experience on MEPs. To study the early stage characteristics of MEPs would be significant for advancing the progress of TST project. This article summarizes some common characteristics in early stage of MEPs, such as Three Gorges, South-to-North Water Diversion, The Channel Tunnel, Confederation Bridge projects, and so on. Some suggestions on early stage development are given to TST project for reference.     

嘉兴市污水处理工程排海顶管工程高位沉井施工

本文介绍了嘉兴市污水处理顶管工程中高位沉井（沉井深38．9m）的施工方法，重点讨论了沉井分段下沉施工和沉井水下混凝土封底施工及偏差处理措施，水力吸泥设备、触变泥浆助沉等主要技术措施。     

昆河新线玉蒙段工程地质问题及对策

昆河新线玉蒙段的主要工程地质问题是地震及活动断裂、膨胀土、软土、砂土液化、岩溶、不良斜坡及特殊岩土等,对铁路工程影响很大。文章论述沿线存在的主要地质问题,提出相应的工程措施建议。     

特殊土动力学的发展战略与展望

在我国广泛分布的特殊土(包括黄土、冻土、新近堆积土和膨胀土等)具有独特、复杂的动力学性质和较高的致灾性,与之相关的动力学问题已成为工程界关注的焦点。本文在回顾特殊土动力学发展历史、近年来国内外主要研究进展及其发展趋势的基础上,展望了未来该研究领域的发展战略,提出了今后应重点发展的研究方向与课题。     

焦油深加工废水处理工程应用实例

焦油深加工废水分为高浓度废水和低浓度废水2种。高浓度废水主要污染指标为COD、挥发酚、氨氮，对高浓度废水采取隔油、气浮、氧化等必要的预处理措施，然后与低浓度废水混合进行生化处理，可使废水各项指标达到GB8978-1996二级排放标准。     

危机与重塑:论工程地质学的发展——生态环境脆弱区工程地质论坛学术总结

生态环境脆弱区工程地质研究是工程地质学科必须面对的一个重要领域。作者指出,工程地质学应当夯实学科基础,吸取相关学科理论,重塑工程地质理论与实践,出精品工程,重视人才培养。     

人工神经网络在徐州岩溶地面塌陷评价中的应用

岩溶地面塌陷的影响因素很多,发展过程也复杂。在众多的对岩溶地面塌陷的评价方法中,神经网络具有自学习、自适应与高度非线性映射的特点,是一种非常有效的评价手段。在徐州岩溶石地面塌陷的评价中,成功地运用了人工神经网络技术,它具有的强大非线性映射能力,能够建立评价因子和评价对象之间的关系,正确选取评价因子,避免主观判断取值,从而得出可靠的预测模型和岩溶塌陷危险性分区图。     

Use of geoprocessing in the study of land degradation in urban environments: the case of the city of São Carlos,state of São Paulo,Brazil

This paper presents a methodology for the geological engineering survey of land degradation in urban environments using both remote sensing and geoprocessing tools. The area under study was the city of São Carlos, state of São Paulo, Brazil (urban and expansion area). The data presented here were obtained from earlier studies, photointerpretation and geological engineering mapping. The Envi 4.1 software package was used to prepare the digital orthophotos that served as a reference base for the information. Orthorectification of the Ikonos image (PSM, 1 m) was done and compared with other orthophotos from studies of environmental degradation in urban areas. The evolution of land degradation processes was analyzed based on the photointerpretation of aerial photographs taken on different dates and using Ikonos image. This study allowed to conclude that most of the degradation occurring in the city has been caused by unplanned land occupation, in disregard of environmental conditions, resulting in environmental degradation and thus impacting the quality of life of the urban population.     

新疆塔河油田至轮台县火车站集输管道工程地质及工程地震条件分析

塔河油田至轮台县火车站集油气管道全长72km，近南北向，横跨了不同的4个地质单元，工程地质条件复杂，分布有Ⅰ、Ⅱ、Ⅲ类建筑场地。油气管道横跨了地震Ⅵ度与Ⅶ度区。场地土除末站冲洪积扇外，其余均屑盐渍土，对建筑基础有强腐蚀性。     

工程因素对围岩稳定性影响三维数值模拟分析

结合某地下工程实际,运用FLAC3D模拟了巷道断面形状、开挖面距离以及开挖顺序对巷道围岩稳定性的影响,并模拟了围岩深部多点位移规律。结果表明,相同围岩条件下,不同断面形状其力学效应不同,同一断面在不同围岩条件下变形不一样;围岩水平位移曲线随开挖面的距离呈S形,围岩水平最大位移主要发生在距开挖面后方 2倍巷道长径的范围内;Ⅲ级围岩深部位移影响范围约 2 .8～ 4 .3m,Ⅳ级围岩影响范围 6 .9～ 7.8m;对较大断面,分步开挖有利于围岩控制。