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    In order to meet the requirements of the special construction conditions such as the large engineering in scale,the complex hydrographic conditions,the changeful meteorology,the poor geological conditions of engineering and corrosive environment in the sea,a lot of new technics,new technologies,new materials,new equipments and new theories are adopted in the general design of Hangzhou Bay Sea-Crossing Bridge Project,and many new technics of bridge design and new design ideas are brought forth and realized.
    根据本桥规模巨大、水文条件复杂、气象多变、工程地质条件差、海洋腐蚀环境等特定建设条件的需要,杭州湾跨海大桥工程总体设计采用了多项新技术、新工艺、新材料、新设备和新理论,实现了多项桥梁设计技术创新和设计理念创新。
    EXPLORATION ON JACKING TECHNIQUE OF RAILWAY SKELETON FRAME BRIDGE UNDE RINTENSIVE TRAFFIC INTERFERENCE AND ADVERSE GEOLOGIC CONDITIONS
    对行车干扰大、地质条件差铁路框架桥顶进技术的探讨
    It is constructed on the basis of deep and thick overburden, the sluice foundation is in the poor uniformity including the structure, the physics and mechanical property.
    研究区闸址深厚覆盖层结构松散,成因类型复杂,物理力学性质呈现较大的不均匀性,是一种地质条件差且复杂的砂砾石地基。
    The foundation of longitudinal RCC cofferdam in Liuku hydropower station is sandstone alluvium and the bed rock is cracked. The elastic modulas of cofferdam’s bed rock is very small (E0=0.04~0.048Gpa),so the stability of RCC longitudinal cofferdam foundation in Liuku hydropower station is the critical technique problem.
    六库水电站纵向碾压混凝土围堰堰基座于冲积层上,基岩为挤压破碎岩体,堰基基岩变模很低(E0=0.04~0.048Gpa),地质条件差,因此六库水电站纵向碾压混凝土围堰基础稳定是本工程的关键技术问题。
    The results also indicate that the uplift pressure distribution is reasonable, drainage measures can be taken under the conditions that the drainage holes are sufficiently efficient and the uplift pressure does not reach its designed value when the geological condition of the dam foundation is unfavourable.
    由实测资料表明:坝基扬压力的分布特性较好,控制在设计范围以内,同时认为:在坝基地质条件差,排水效能发挥充分,扬压力又有一定裕度的情况下,可以采取合理的排水措施。
    During Jingchuan's second period of mining development engineering for trackless haulege ramp at 1150 level, poor geological conditions, roadway with large cross section area, pressing time schedule and other restrictive conditions make it the only choice to use track equipment for operation.
    金川矿山二期开拓工程1150水平无轨运输道的地质条件差,巷道断面大,工期要求紧。 由于条件限制,只能采用有轨设备施工。
    With the more population, less land, highly reclaiming and cultivating soil, poor geologic conditions and high underground water, the traditional waste treatment brought serious contamination to the surrounding area.
    水网平原地区人多地少,土地高度垦殖,地质条件差,地下水位高,传统处理垃圾给周围环境带来严重污染。
    Because of its natural geographical conditions,the Tarim Basin witnesses unique geotechnic properties such as low bearing capacity,poor geological conditions,poor water quality,high salt content,etc.
    塔里木盆地的自然地理条件形成了其特殊的岩土工程性质:地基承载力低、工程地质条件差、水质差、含盐量高等特点。
    The total length of the South Main Line of the YRDP is 97.7km,in which the length of No. 7 tunnel is 43.5km,it is the longest tunnel for water conveyance in the YRDP,and 33km of it lies in the swelling rock zone. In this paper,swellability of the rock is classified according to the contents of clay mineral in varying stratum and to the engineering feature of the swelling rock.
    引黄入晋南干线总长97.7km,其中7#隧洞长43.5km,是现今世界上最长的引水隧洞,该隧洞有33km处于工程地质条件差的膨胀岩中。
    The ground water of Haijiagou tunnel is abundant. The geological condition of the tunnel is very poor. It is about 120m sandy clay and new loess at the tunnel entrance,and there is a 300 meter wide fault at the exit.
    】海家沟隧道地下水丰富,地质条件差,进口120m为砂粘土和新黄土,出口300m为大断层,洞身为泥岩。
    This tunnel start to construct in October 1997,and have been completely constructed it's first project-right tunnel in April 1999.The tunnel has shallow cover,bad geology and weak surrounding rock,and according the actual needing,large span is asked.
    该隧道于1997 年10月动工,至1999 年4 月完成一期工程右洞的建设。 该隧道埋深浅,所处地质条件差,围岩非常软弱,且根据实际需要,隧道跨度要求较大。
    Resulted from worse geological condition and active ground pressure,the underground workings of Jinchuan Mine always suffer from unstability,especially when they are under dynamic condition of mining activities.
    金川矿山地下工程围岩的工程地质条件差 ,地压活动强烈 ,尤其是处于采矿动态环境中巷道的失稳更为严重。
    To avoid the Guiwu road being divagated,the right bank joint dam of the Jingnan WR pivotal project took some measures to shorten the joint dam's length and decrease excavation. That made the construction section being placed on the rock of strong weathering and bad engineering geologic condition.
    广西京南水利枢纽右岸接头坝为避免梧昭公路改道 ,采取缩短接头坝长度、减少开挖措施 ,使基建面置于风化强烈、工程地质条件差的岩体上。
    Taking the poor geology conditions, a large cross section, a shallow overburden, high buildings and numerous sensitive buildings on ground into consideration, the paper points out two problems in the construction of Shihuang tunnel in Chongqing, i. e. the construction safety problem due to collapse and the safety problem of buildings and residents due to ground settlement.
    针对重庆市石黄隧道地质条件差、开挖断面大、埋深浅、地表高层建筑及危房覆盖率高等主要特点,指出了隧道施工可能存在的两方面问题,一是洞内塌方影响施工安全,二是地面沉降严重危及地表建筑物和居民安全;
    For unfavourable geologic condition of rock banks in energy dissipation and scour prevention zone of spillway of Shuibuya hydroproject, the scour prevention wall is adopted in design stage.
    由于水布垭溢洪道消能防冲区两岸坡岩体地质条件差 ,故在设计研究中拟采取设防淘墙的防护工程方案。
    Geological condition isn′t good and coal is soft in Wuyang coal mine of Lu′an coal group company,support adopt I-steel shed in coalroad driving,in recent years,reserves of coal mine is decreasing day by day,dovetailing of mining is tight,mant coalroad must mine in geological structure zone and influence of mining pressure region,make support is crushed out of shape,repair is very difficult safe of production and benefit is influenced.
    潞安矿业集团公司五阳煤矿地质条件差 ,煤质松软 ,在煤巷掘进中一直采用工字钢棚支护。 近年来 ,矿井储量日趋减少 ,采掘衔接紧张 ,不少巷道须在地质构造带或动压影响区内开掘 ,造成巷道支护变形严重 ,修复工程量大 ,直接影响生产安全和效益。
    It has summarized constructional techniques on trestle engineering of deep foundation pit in“ Haiyin garden” which located at bank of Zhujiang River in Guangzhou City, there are very bad environment of construction and complex conditions of geology. So that provide successful experiences for similar large complex trestle engineering construction of deep foundation pit in the future.
    对位于珠江边、周边施工环境恶劣、地质条件差的广州海印花园深基坑支护工程施工技术进行了总结,为今后类似的复杂大型深基坑支护工程施工提供了成功的经验。
    With these condition such as use local soil, bad condition of geology and bad nature of soil of reclamation, made construction technology of bad nature of soil subgrade and take measure to solve task of difficult to compacting in bad nature of soil subgrade.
    结合碾北公路二十二标段路基施工地方上土、地质条件差、填缝土质不良特点 ,从实际出发 ,有效并重制定不良土质路基施工工艺 ,采取有效措施 ,解决不良土质路基施工难于压实课题
    Nanchang international business mansion (31 storeys, with double-story basement), foundation pit depth was digged into 9.5m. The geology conditions are poor. There are some difficulties to support the upright side slope was strictly demanded about deep foundation pit digged.
    南昌国际商务大厦(31层、设地下室二层),基坑开挖深度9.5m,地质条件差,深基坑开挖直立边坡的支护难度大,采用土钉墙(喷锚网)支护方法成功解决了该工程实际问题.
    As the geological condition of the shallow buried Donggaoling tunnel is poor and its surrounding rock changing is complex, large scale collapse as to 11 000 m3 has taken place.
    东皋岭隧道地质条件差,傍山浅埋,覆盖层薄,围岩变化复杂,在开挖施工过程中发生大规模塌方,塌方量达11000m~3。
 

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