深覆土输水隧洞与进洞井接头防水设计与施工技术

隧洞及井接头防水作为一项关键工序,对输送饮用水的青草沙过江管隧洞工程尤为重要。文章以此为工程背景,结合深覆土输水隧洞的特点,详细阐述了隧洞自身的防水质量控制及特殊形式外包井接头设计和施工技术,可为今后类似工程提供参考借鉴。     

搅拌桩法加固长江漫滩软土地基施工工艺研究

本文根据搅拌桩加固软土地基的机理和长江漫滩软土的特点,研究了不同施工工艺的搅拌桩加固长江漫滩软土地基的成桩效果,测试分析采用桩身取芯加标贯的方法判断搅拌桩的桩身质量,同时进行三桩复合地基的承载力的测试,研究确定了大面施工工艺,从而使重点工程的工程质量得到保障。路基填筑施工沉降曲线表明软土地基是有效的。     

Modeling gas dissolution in deepwater oil/gas spills

Gases in deepwater oil/gas spills can lose considerable amounts of the gas phase due to dissolution in water. Gas dissolution has a significant impact on the behavior of the oil/gas jet/plume because of its impact on the buoyancy. A method is presented in this paper for computing gas dissolution that covers a broad range of water depth, from shallow water where gases behave as ideal ones under low pressure to deepwater where gases behave as non-ideal ones under high pressures. The method presented also accounts for the spherical and non-spherical shapes of gas bubbles. The gas dissolution computations are validated by comparing the computed results with observed data from previously conducted laboratory experiments. The gas dissolution computation module is then integrated with a model for underwater oil/gas jets/plumes by Yapa and Zheng [J. Hydraul. Res. 35 (5) (1997) 673]. Scenario simulations are presented to show the impacts of gas dissolution on the behavior of jets/plumes. These scenarios show the impact of dissolution on the behavior of the jet/plume. The comparison of results using ideal gas conditions and non-ideal gas conditions is also shown.     

"新二管法"在深基坑止水帷幕中的应用

"新二管法"是一种新型的深基坑止水方法.文章以广佛地铁I标工程深基坑涌水处治为例,介绍了"新二管法"高压喷射灌浆工艺在深基坑止水帷幕中的应用.     

Application of Rock Fissure Grouting in a Deep Foundation Pit in the Kuala Lumpur Karst Region北大核心CSCD

For the bed rock of the foundation pit of the Bandar Malaysia North Station (BMNS) in Kuala Lumpur,the karst, fissure and cave are very developed, and curtain grouting, spud grouting and compaction grouting were conducted to achieve waterproofing and reinforcement. A Lugeon test and pumping test were carried out to test the grouting performance. The results show that the waterproofing effect of the Bandar Malaysia North Station (BMNS) is significant, meeting the basic requirements for waterproofing. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

复杂环境条件下深基坑支护方案设计

文章以株洲市中央商业广场深基坑为研究对象,根据工程地质及水文地质条件的特点,采用人工挖孔灌注桩加两道预应力锚杆的方案进行基坑支护处理,并利用增量法原理对支护结构内力和变形进行计算。通过现场监测分析,证明该基坑支护方案是安全可靠的,能有效地控制基坑的变形。     

FPSO/FSO: State of the art

Floating productions systems have been utilized in remote offshore areas without a pipeline infrastructure for many years. However, they have become even more important with the push by the offshore industry into ever deeper waters. Floating production, storage, and offloading/floating storage and offloading (FPSO/FSO) systems have now become one of most commercially viable concepts for remote or deep-water oilfield developments. In this article, the advantages of FPSO systems are explained, and their present status of maturity and utilization around the world is reviewed. Recent trends in mooring systems, hull construction, safety, and operational issues are summarized from a technical viewpoint. Finally, the technical challenges and future prospects of two significant growth areas, i.e., gas-field development and deep-water development, are discussed. Received: June 24, 2002 / Accepted: July 17, 2002 Address correspondence to: Y. Shimamura (shimamura@modec.co.jp)     

田庄台大桥超深大径钻孔灌注桩基础施工工艺

在江河下游及海上修建桥梁，需要采用深孔大桩径钻孔灌注桩基础，往往出渣困难，影响钻机效率和钻进速度。本文介绍了田庄台大桥大径超深钻孔灌注桩施工工艺，尤其是出渣、排渣方法，较好的解决了这一难题。     

深水试验升降装置设计分析

介绍深水试验升降装置工作原理及其性能，分析研究该装置的设计要点，根据实船工况建立了相应的有限元模型，并给出了有关结果。     

地铁钻孔桩侵限控制及处理措施

以地铁车站基坑围护桩施工为背景,对钻成孔围护桩侵限原因进行了分析,并给出了预防及处理措施,对类似工程施工具有参考意义.