大口径绳索取心钻具在特厚软煤中的取心应用          下载免费PDF全文

姚彤宝  张春林  刘晓刚 《探矿工程》2012,39(12):25-28

煤层气参数井因需准确获取煤层及其气体含量参数,绳索取心技术因结构简单、钻进效率高、岩矿心质量好、钻获煤心时间短等显著优点已在煤层气井取心中广泛应用。主要介绍了大口径绳索取心钻具在鹤壁六矿某煤层气参数井+生产井的应用中,根据选用大口径取心工具的结构特点,针对目的煤层为特厚软煤的客观地质条件,总结出了较为合理的取心钻进工艺参数和技术保障措施,取得了较好的效果。  相似文献   

FLAC3D在边坡变形过程可视化中的应用     

卢志强  冷洋洋 《贵州地质》2012,29(1):52-55

利用FLAC3D对边坡进行数值模拟,分别对对沙子岭边坡降雨前及降雨后的边坡变形过程进行模拟,显示处了边坡的变形发生在基岩中软弱层的位置,因受地表水体入渗造成软弱层软化现象,而导致力学性能迅速降低,坡体并沿着物质分异面发生剪切破坏的过程,该模拟过程与边坡实际变形基本一致,反映了FIAC3D在边坡变形预测预报中具有较好的应用前景。  相似文献   

软黏土中超长预应力高强度混凝土 管桩竖向承载特性试验研究   总被引：2，自引：0，他引：2  

姜振春 《岩土力学》2012,33(9):2639-2644

港口码头工程建设将向外海开敞式发展,由于工程地质条件日趋复杂,在超厚软黏土地基上建设高桩码头面临重大难题。因持力层埋深较深,预应力高强度混凝土（PHC）管桩成为设计首选的超长桩基础型式。针对某军用码头85 m设计桩长的试桩进行了试验和数值计算,分析了超长PHC管桩承载力机制与传递规律,基于传递函数法提出改进的双曲函数计算模型,并对垂直静载试桩进行计算。结果表明：桩身轴力和桩顶位移的计算值与实测值吻合较好,证明提出的双曲线模型能够反映轴向承载PHC管桩桩-土相互作用实际情况,能够为软黏土中超长PHC管桩基桩设计提供依据。  相似文献   

抛石爆破挤淤过程的有限元数值模拟     

陈鸿  欧阳宇峰  余海忠 《地质科技情报》2012,(4):98-105

抛石爆破挤淤的过程主要分为4步。第1步是直接进行抛石挤淤;第2步是在堤头前方的淤泥内进行首次堤头爆破,使淤泥的强度降低,抛石和淤泥之间的平衡被打破,抛石向淤泥内滑移和下沉,直至达到新的平衡;第3步是补填后再次进行爆破,并依次循环;第4步是每50m进行一次侧爆。通过改变淤泥强度的方式来代替爆破作用,利用有限元数值模拟方法对这4个过程进行了模拟,在此基础上进行了挤淤效果的预测。通过工程实例,进行了理论预测与钻探、探地雷达实际检测结果的对比,证实数值模拟的结果是正确的。模拟结果表明经过抛石爆破挤淤4个步骤的处理,抛石最终会形成稳定的马蹄形海堤。  相似文献   

Estimation of the Effect of Lateral Flow on Piled Bridge Abutments in Soft Ground Considering Piled Slabs as a Countermeasure of the Abutments     

Young-Suk Song 《Marine Georesources & Geotechnology》2013,31(1):34-52

The effectiveness of a simple method to estimate the lateral movement of piled bridge abutments due to lateral flow from the safety factor (Fs) of slope stability analysis was studied. This was accomplished through the construction and measurement of actual piled bridge abutments and its backfill, with and without piled slabs as a countermeasure. To do this, a computer program SLOPILE (VER 3.0) considering the lateral earth pressure acting on a row of piled bridge abutment was developed. SLOPILE (VER 3.0) can calculate the slope stability for both planar failure surfaces in infinite slopes and arc failure surfaces based on Fellenius or Bishop simplified methods. SLOPILE (VER 3.0) was utilized to design the piled bridge abutment reinforced by a piled slab at a real site. The piled slab can effectively prevent the lateral flow of soft ground and satisfy not only the safety factor of a slope but also the allowable bearing capacity of piles. To verify the design method, an instrumentation system was adapted. The instrumentation results from a case study clearly showed that the piled slab effectively resisted the lateral movement of a bridge abutment due to placement of backfill. Also, the surcharge loads due to backfill were supported by the piled slab and transmitted to the bedrock through the piled slab.  相似文献   

Physical Modeling of a Footing on Soft Soil Ground with Deep Cement Mixed Soil Columns under Vertical Loading     

Jian-Hua Yin  Zhen Fang 《Marine Georesources & Geotechnology》2013,31(2):173-188

Deep cement mixing (DCM) technique is a deep in-situ stabilization technique by mixing cement powder or slurry with soft soils below the ground surface to improve their properties and behavior. Some of DCM treated soft soil grounds are approximately in a plane-strain condition; for example, a fill embankment on DCM improved ground. In this study, a plane-strain physical model was created with instrumentation and used to investigate the bearing capacity and failure mode of a soft soil improved by an end-bearing DCM column group. This study focuses on the observed wedge-shaped shear failure of the model ground and attempts to give an account of the failure. Two different methods are used to calculate the bearing capacity of the model ground, and the computed values are compared with the measured ones. It is found that the simple Brom's method gives a better estimate of the bearing capacity of the present model ground. It is also found that measured data of pore water pressures at different locations in the soft soil indicate coupling between failure of columns and consolidation of the soft soil. This study has presented the first time that a wedge-shaped block failure was observed for pattern of DCM treated soil ground.  相似文献   

高压旋喷桩在软基加固中若干问题探讨          下载免费PDF全文

石建磊  张杰  唐世杰 《探矿工程》2009,36(1):52-54

结合工程经验,重点对高压旋喷桩在路基和铁路桥墩基础加固中影响桩体强度因素,影响桩体截面因素,设备机具选择与成桩质量效率的相关性,浆液质量控制与成桩质量的相关性,几种特殊地层的技术措施等相关技术问题进行了探讨。  相似文献   

充水预压法加固油罐软土地基数值分析          下载免费PDF全文

隆威  梁专明 《探矿工程》2009,36(6):44-46

利用有限差分程序FLAC3D对充水预压法加固油罐地基进行了数值模拟,详细分析了大型油罐地基的变形特性及形状,得出了一些有用结论,并将结果和监测数据进行了对比分析,显示了很好的一致性。  相似文献   

三江平原沼泽土微观特性试验研究   总被引：6，自引：1，他引：5  

李丽华  陈轮  高盛焱  邵庆春  陈国双  刘彩云 《岩土力学》2009,30(8):2295-2299

从微观形态、微结构特征、粒度分析、土颗粒间的排列方式、孔隙大小分布、有机质含量以及矿物成分等方面对三江平原的两种沼泽土和北京翠湖湿地土进行了一系列微观结构的对比试验.结果表明:沼泽白土和翠湖湿地土与一般软土性质相似,但沼泽黑土含水率、液性指数、孔隙比、孔隙数量、孔径和孔隙体积远远大于沼泽白土和翠湖湿地土,有机质含量最大,特性明显突出.研究成果有助于提高对沼泽土特性的认识,可为沼泽地陷落体救助和沼泽湿地保护和合理开发等工程建设提供参考.  相似文献   

110kV单腿铁塔基础纠偏技术   总被引：1，自引：1，他引：0  

康巨人  曾立邦 《地质灾害与环境保护》2009,20(1)

建于深厚软土上的某铁塔因基础周边不均匀填土后产生了严重的不均匀沉降,经采用顶压法和掏土法对构筑物进行综合促沉纠偏,同时采用钢管桩法加固处理,实践表明效果良好.  相似文献