Study on support mechanism of pre-stressed truss cable and its application

The truss cable support technology was put forward to control the large mining height and composite mudstone strata roadway. This technique makes the steady rock in roadway slantwise top be anchor points, makes the truss cable be steady support structure through special implement, and supplied rock in anchor area with horizontal and vertical pressure which strengthens the surrounding rock＇s anti-strain capability, so it can solve the support problem in roadway with the large cross section and large mining height with mudstone strata. The support mechanism of truss cable about how to make the soft strata stabilize is analyzed by use of the mechanical method. Based on the mechanism and numerical simulation method, the truss cable support project was designed and used to the large mining setting room in eleventh mining area of Bailong Mine successfully.     

STUDY ON SIMULATION EXPERIMENT OF EQUIVALENT MATERIAL APPLIED IN COAL MINE

IntreductionSimulationexperimentofequivalentmaterialaboutundergroundpressurewasfoundedbYr.H.KySHeuoB(Russian)inthe194o's,andwasintroducedintoourcoalschoolsandresearchinstitutionsinthe196o's.Ithasbeenanexperimentmethodwidelyappliedinlargeengineeringproblemresearchsincethe198o's.Itsadvantageisthatitcandirectlyperceiverockstratafractureandmovementbymineralextraction,thatitisconvenienttodirectlysurveyover1yingrockstratadisplacementandloadtransfer,andobserveitsmovementandbalancelaw.Themoldinclud…     

桃园煤矿大断面岩巷施工特大冒顶事故经验分析

根据大断面岩巷施工实践及遇构造变化冒顶特征,提出了U型钢加补木垛、撞楔复合超前支护的施工技术方案,为大跨度巷道冒顶施工提供了借鉴经验。     

浅议地理信息系统与空间数据库建设

该文阐述了在地理信息系统建设过程中,地图数据库、空间数据库的作用与差别。针对我国现阶段地理信息系统建设的现状,分析了现阶段同时建立与维护空间数据库与地图数据库的必要性。指出了随着空间数据库技术的发展,空间数据库最终将取代地图数据库,同时提供多比例尺地图服务及各种时空尺度的地理信息服务。     

长春市轻轨工程大漂石地层灌注桩成孔钻进技术

结合长春市轻轨工程斜拉桥钻孔灌注桩施工实例，介绍了大漂石地层的筒钻法钻进原理、潜孔锤钻进工艺、岩心聚能爆破工艺及筒钻回转切石工艺等，为该类地层的顺利成孔成桩总结出了一套切实可行的施工方法。     

炮采放顶煤大倾角厚煤层仰采技术研究与应用

郑州煤业集团超化煤矿采用炮采放顶煤工作面大倾角仰采技术取得成功,解决了大倾角采煤工作面的支架失稳问题。     

基于Surpac的某矿体三维数学模型

以广西大厂某矿体为研究对象，应用Surpac构建了矿体的三维模型，通过模型能直观清楚地看到地层的空间特征，矿体的空间位置；并可对矿体进行储量计算和品位报告，为矿山合理开发利用资源提供科学依据。     

Study on high rock slop anchoring technique of large rock engineering

Monitoring data from the Three Gorges Project show that the resulted tensile stresses are mainly distributed within the front section of the internal anchoring section which is often measuring 2.5 m in length. The composition of two early strength cement grout mixes marked as R3350 and R7350 was successfully developed to accelerate anchoring facilities installation and to reduce its intervention with the shiplock construction. It was measured that the ground water pH value in the sidewall slopes of the permanent navigation shiplock during the construction period was close to 8. Based on those characteristics it is concluded that the groundwater is weakly corrosive to steel material and will appear as non-corrosive to the steel wire strands embedded in the cement grout set. The advanced model of 3 MN unbonded anchor cables with double anti-corrosion protection （including the corrugated pipe） is developed to meet the needs of stabilizing the high sidewall rock slopes of the permanent navigation shiplock on the Three Gorges Project.     

土工格栅与土工格室加筋土的大型直剪试验和邓肯-张模型参数研究

基于梅河高速公路程江至华城段K20 638及K20 500处桥台加筋土台背处理方案,采用大尺寸直剪模型试验分析了土工格栅、土工格室加筋土以及土工格室加筋水泥稳定土接触面上的剪切变形特性,其剪应力-剪切应变曲线呈明显的非线性关系,采用邓肯-张双曲线模型能很好地反映土体的非线性特征,通过试验得到了土工格栅、土工格室加筋土界面的邓肯-张E-B模型参数,为今后土工格栅、格室加筋土桥台设计提供参考。     

乌鞘岭隧道大变形围岩松动圈测试与分析

隧道工程施工期围岩松动圈的测试与判定,对于施工支护设计具有重要作用。地震折射层析法是测试围岩松动圈的较为有效的方法。通过对乌鞘岭隧道大变形围岩松动圈测试与分析,明确了乌鞘岭隧道穿越F7断层带地段的围岩松动圈范围,指导了该段隧道的开挖支护施工。