顶管工程中沉井与搅拌桩的综合应用

某顶管工程的管道施工转角较多,必须多设工作井和接收井,应用沉井和搅拌桩为挡土防水围护结构,并取得了成功。     

大比例尺三维地质建模方法研究

当前地下空间大比例尺建模难度较大,少有案例提及。主要难点在于严格按照原始地层开展大比例尺建模,会出现大量的透镜体和螺旋体,给建模工作带来较大难度。6号线地面沉降易发区的试验段研究,共涉及7个站点和6个区间的模型。通过收集整理多方位资料,以横向1:500,纵向1:200比例尺进行大比例建模。选用钻孔537个,剖面299条,格子252个,建模面积为0.6km~2。按照规范对筛选出的钻孔归纳岩性、统一命名,将岩层分为7大类,40层。应用交互拼接建模的方法,将模型分为地质体、地表建筑物两个部分,加入DEM、卫星贴图耦合显示。同时,地层的属性数据也在建模过程中加入到地层属性表中。本次工作解决了透镜体和螺旋体的建模难点,提高了建模精度。     

顶管在流砂土层中的施工技术

随着我国经济的发展和人们环保意识的增强,顶管作为一种非开挖施工方法得到了广泛应用,在城市建设中应用的领域也越来越宽。但复杂多变的地质条件也给顶管施工带来了一定的风险,本文以广州市某污水工程顶管施工为例,介绍了在流砂地质条件下,顶管施工所要注意的事项和应对措施,以供工程技术人员和同类工程参考。     

Multilinear Regression Analysis for Seismic Response and Engineering Properties of Liquefiable Coromandel Coastal Soil Deposits

This paper investigates the seismic characteristics and geotechnical properties with respect to the liquefaction potential of the deposits in the Coromandel coastal line of Nagapattinam town, Tamilnadu, India. A series of field tests were conducted using standard penetration test, cone penetration test and plate load test. Laboratory tests were conducted on the collected samples. From the results, a microzonation map was developed for the liquefaction potential and settlements. Some multilinear regression models between permeability, fines content, relative density, coefficient of curvature, coefficient of uniformity, mean particle size, factor of safety, settlement, standard penetration test values and cone penetration test values were developed. The shear wave velocity and shear modulus were calculated from the field penetration tests and correlations between the normalized values of peak ground accelerations, velocities and displacements, which were obtained from the equivalent linear ground motion analysis using SHAKE software, with other parameters of soil. From the results, it was found that at some of the areas are vulnerable to high amplification of waves even for small earthquake.     

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。     

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。