GUO Zhi-hua~ , JIANG Zhi-quan~ , ZHOU Chuang-bing~ , SHENG Qian~
2004, 31(11):1-3.
Abstract:Following the excavation design and engineering geological conditions of the underground power station in the Longtan Project, the analog computations for the chamber group surrounding rock have been completed by using 2D elastic-plastic FEM. The excavating displacement and stress of the rock-mass, interaction among the caves are researched. Finally some suggestions for design and construction are put forward.
2004, 31(11):4-6.
Abstract:结合南京钢铁集团新钢铁厂碎石桩复合地基工程实例,从桩身的密实性和连续性、桩体周围土的隆起量以及桩间土挤密效果3个方面对碎石桩复合地基进行检测分析。
2004, 31(11):7-10.
Abstract:介绍了在软土深基坑工程施工中根据现场试验及变形监测反馈的信息,进行了动态设计和信息化施工,采取了一系列的加固措施和施工调整,使整个工程达到了安全可靠和经济技术合理的目的。
2004, 31(11):11-14.
Abstract:This paper presents composite injection method, and it consists of static pressure injection method and high-pressure whirl injection method sequence in time. The composite method has all the advantages of the two individual injection methods and eliminates the disadvantages of them. It also increases the possibility of success and the range of subgrade reinforcement. Its effect is very good for the reinforcement of subgrade to many old buildings and new buildings which have problems in their subgrade.
2004, 31(11):15-17.
Abstract:After analyses on alternatives of deep foundation pit for UNION HOSPITAL SURGERY WARD BUILDING, the alternative of using brake truss as retaining structure for foundation pit with ring beam bracing was put forward. This retaining structure has great stiffness, little deformation and reasonable fore distribution. It can well control the displacement around the supporting piles and make pit excavation convenient.
2004, 31(11):18-20.
Abstract:为保证地下连续墙的施工质量,发挥其应有的设计功能,对其质量的检测是十分必要的,而传统的钻孔、开挖、围井等方法,不但破坏墙体影响其功能的正常发挥,而且费时费力,局限性很大,利用地球物理探测技术进行地下连续墙的无损检测已成为工程质量检查的必然发展方向。详细说明了地下连续墙无损检测技术的原理、实测方法和数据处理过程及其应用效果,并就有关问题进行了探讨。
2004, 31(11):21.
Abstract:在天津市地铁老厢体改造过程中,由于厢体底板埋深大,地下水水位埋深浅,在破除厢体底板后就有很大的水位差,地下水会从厢体底板破坏处涌出,给基坑内施工及厢体底部止水造成很大的困难。鉴于该工程施工条件差、情况特殊、施工精度要求高的特点,通过查询有关数据以及现场实际条件,设计一套可行的施工工艺,成功地完成了厢体底板下的止水工作。
2004, 31(11):23-25.
Abstract:介绍了孔内深层强夯技术的原理,通过工程实例阐述了该技术的施工方法、特点,并对检测方法进行了探讨。
2004, 31(11):26.
Abstract:以厦门某基坑降水工程施工中遇到的问题为例,对大口径水井在基坑降水工程中的适用性进行了分析。
2004, 31(11):28-29.
Abstract:对河南省焦作某校区工程振动沉管灌注桩桩身缺陷原因进行了分析,并提出了相关的预防措施。
2004, 31(11):30.
Abstract:黄壁庄水库正常溢洪道护坦冻融、剥蚀严重,经多次加固改造效果均不理想。本次采用钢纤维混凝土加固方案,从工程特性、施工工艺的可行性及运行都收到了良好的预期效果。
2004, 31(11):32-33.
Abstract:在某深基坑工程施工中,由于采用粉喷桩施工,止水帷幕未能达到预期的效果。基坑开挖后,导致基坑侧壁漏水、基坑底部发生管涌等事故,在分析事故原因的基础上,重点介绍了处理方案的实施过程。
2004, 31(11):34-35.
Abstract:通过对奉节县刘家包蔬菜公司抢险边坡的设计与施工,简述边坡抢险中应注意的几个问题。
2004, 31(11):36.
Abstract:Dehydration effect and cost of perfusion pile slurry with decanter is studied. The principle and dehydrating process of decanter is briefly discussed. The conclusion that dehydrating slurry with decanter has considerable economic and social benefit is obtained.
2004, 31(11):38-40.
Abstract:The structure peculiarities and formation of application of different rotary drill tools, including helicoidal drill head, rotary drill bucket, tube-shaped ringlike bit and under reamer, were introduced. The application results of the tools in construction of railway Qinghai to Tibet were also briefly mentioned.
2004, 31(11):41.
Abstract:The automatically inductive welding equipments for PDC bits, which have single, double, octuple working position, have been researched, in view of the current PDC bit manufacture problems. The alternative designs and applications are introduced.
ZHANG Tao~ , HU Mao-zhong~ , YAN Tai-ning~
2004, 31(11):44-46.
Abstract:Well deviation is always a crucial problem while drill in the inclined formation. The borehole deviation correction technique with bottom hole assembly and its application in Xinjiang oil Well YX-1 were introduced.
2004, 31(11):47-49.
Abstract:介绍了在矿山硐内规定的同一位置向上、向下垂直取心钻探施工的主要设备、工艺方法、技术措施以及所取得的主要成果,并提出了相关建议。
2004, 31(11):50.
Abstract:吉林省桦甸市溜河金矿大西沟金矿,赋存在宽大的蚀变构造带内,岩石破碎松散,胶结性差,钻孔孔壁坍塌严重,卡钻埋钻事故时有发生,采用复合型低固相防塌泥浆成功地解决了在这一地区的钻探施工难题,顺利完成钻探生产任务。
2004, 31(11):51-52.
Abstract:大1井是一口大斜度水平井,钻遇多层大厚度煤层,极易坍塌。分析了煤层坍塌的机理,从钻井工艺措施和钻井液技术措施两方面采取了安全钻井技术,使得该井顺利完成了施工任务。
OUYANG Yong , XIA Hong-nan , WANG Xiao-jian
2004, 31(11):53-55.
Abstract:Sand control has important meanings to sanding formation. It can affect the exploitation directly. Sand control technology today includes four sorts: mechanical sand control, chemical sand control, arch sand control and coking sand control. But mechanical are applied the most abroad, the principle is blocking sand in physical way. It was used from the early 20 century, with the development of new technology and new material, mechanical sand control are promoted greatly. From the 1990s, many kinds of new sand control method are used in oil field, and get satisfying result.
ZHANG Ying-long~ , LIU Zeng-rong~
2004, 31(11):56-58.
Abstract:Following the theory of underground structure design and Drucker-Prager standard for rock yield,the wall rock stability of a highway tunnel in Guangxi was analyzed by finite element method, taking self bearing capacity of wall rock into account. The effects of excavation methods and sequences on wall rock stability were analyzed. The wall rock excavation process was simulated. The displacement, stress condition, and the change pattern of displacement and stress in time were determined, providing the foundation for selection of excavation methods and supporting time in tunnel construction.
2004, 31(11):59-61.
Abstract:在距村庄民房仅170m的公路路堑开挖硐室爆破中,通过精心合理地确定爆破方案、参数设计及主要技术措施,确保了爆破安全,使爆破的个别飞石、爆破震动及空气冲击波得到很好的控制,同时也取得很好的岩石破碎效果,边坡受到了保护,使爆破得以成功。
2004, 31(11):62.
Abstract:塔里木油田轮古项目经理部是一个勘探开发一体化的项目实体,其HSE运行管理针对一体化的项目特点做出了自己的特色,对这种HSE管理模式进行的总结和介绍。