斜向注浆管棚在侧压力隧道施工中的应用

洞冲里隧道进口处于Ⅴ级围岩地段,该地段地质裂隙发育、地下水丰富,隧道设计在山体的一侧;由于设计未曾考虑偏压的影响,在隧道施工过程中出现隧道边、仰坡面开裂、滑动现象,洞内已经浇注完毕的二衬混凝土出现了开裂、错台;现场监控量测的数据出现拐点,通过研究分析确定为侧压力所致。根据现场的情况经过多个方案的分析、评价、对比后采用了地表斜向注浆长管棚施工方法解决了侧压力问题,取得了很好的效果。     

地热井U 型管周围土壤温度场的ANSYS 模拟

埋管换热器和岩土的传热是个复杂过程,利用有限元仿真分析两者的传热过程是有效的办法。通过与单井二维模型的对比分析,建立二维群井传热模型,模型为9 口间距为4 m 的储热井,模型传热过程遵循经典传热理论。按照ANSYS 网格划分原则,将求解区域划分为最大边长0. 1 m,最小边长 0. 01 m 的单元。在地埋管内侧加载热流密度,外边界加载地温边界条件,经过模拟72 h 的储热过程,精确得出群井周围岩土体的温度场变化规律,求解区域最高温度为40. 263℃,最低温度为10℃,影响半径约1. 4 m,温度的升高幅度会减缓,并得到了温度及热量迁徙的规律。模拟结果与实际测量结果相符。     

1000 m long gas blow-out pipes

This study presents seismic observation of pipe anomalies from offshore Nigeria, outcrops of blow-out pipes from Rhodes, Greece, and geophysical modelling of an acoustic pipe. The studies give insight into how pipes form, their internal structure, the seismic image and geophysical artefacts related to the pipes. Over one hundred seafloor craters, 100 m-700 m wide and up to 30 m deep, have been observed on the seafloor offshore Nigeria. They are underlain by interpreted cones and seismic pipe anomalies that can be traced down to reservoir zones at 1000 m-1300 m below the seafloor. The seismic pipe anomalies are 50 m-150 m wide and almost vertical. They are interpreted as up-scaled pipes found in outcrops on Rhodes, Greece. The outcrops show pipe-related structures at three levels. Lowest, the reservoir rock contains metre-sized cavities which are filled with a mixture of clay derived from the overlying cap rock. In the middle, several circular to oval structures in plane view of pipes are observed in the lowest part of the cap rock. Highest, 15 m into the clay cap rock, strongly sheared country rock forms circular structures with a core of structureless clay. Based on outcrop observation on Rhodes we constructed an acoustic model of a 50 m wide and 1000 m long pipe. Seismic modelling proves that such pipes would be expressed in seismic data, that they are similar to the seismic pipe anomalies offshore Nigeria but this study also revealed that prominent intra-pipe reflections are artefacts. A formation model for the pipes is suggested: High fluid overpressure in the reservoir generated hydro fractures from the reservoir to seafloor where a mixture of gas and fluid flowed at high speed to form pipes, cones and seafloor craters. After hours to weeks of gas and fluid flow through the pipe the pore pressure in the reservoir dropped and the blow-out terminated. Muddy slurry fell back and plugged the cavity in the reservoir and the pipe.     

Bearing capacity of a strip foundation on a sand layer overlying a smooth rigid stratum

The effect of a smooth rigid stratum, located beneath a dense sand layer, on the bearing capacity and settlement of surface and shallow strip footings is investigated using an advanced experimental model. A theoretical analysis is presented for the bearing capacity of surface footings. The results indicate that the bearing capacity reaches a minimum value at a specific sand-layer thickness. Any increase in the layer thickness above this value causes an increase in the bearing capacity up to that corresponding to a continuous media.Notation H= thickness of the sand layer - B= foundation width - N _q and N = bearing capacity factors for a semi-infinite layer - N _qs and N _s= bearing capacity factors for a finite layer - H _o /B= limiting depth - D _r= relative density - = angle of soil internal friction - M= model width - D= depth of surcharge - q= bearing stress, pressure applied on the footing - q _u= bearing capacity - = unit weight of sand     

钻孔灌注桩设备及机具选择与设计

在收集大量资料基础上，根据多年实际经验结合国内现有设备，提出了不同情况下合理选择设备的原则，对灌浆导管、灌浆装置和钻头设计，提出了新的看法和改进措施。     

Ultimate uplift capacity of model rigid metal piles in clay

Summary Laboratory model test results for estimation of the ultimate uplift capacity of rigid metal piles embedded in a compacted near-saturated clayey soil are presented. The length-diameter ratio of the piles was varied from 10 to 15. The direction of the uplift load on the pile was varied from 0 to 50°. Based on the present test results and the results of existing model studies, an empirical relationship for estimating the pile uplift capacity has been presented.     

青藏高原造山带的某些特征

以昆仑中央断裂为界，青藏高原可分为南、北两部分。北部的造山带是在刚性基底地壳上发育起来的。造山前期是裂陷槽发展阶段，并以简间的碰合褶皱成山。造山期后构造变形也简单，以逆冲、叠覆构造为主。南部的造山带是在柔性基底地壳上发育起来的。它的特点是活动性强，经我旋回开、合造山前期出现有连贯性较好的洋盆及两侧广阔的陆缘沉积，造山期后变形复杂，除逆冲、叠覆构造外，出现大量平移断层。这一部的构造格局形成了青藏高原造山带一系列独有的特征。     

肥城市城市规划区浅层地温能开发利用适宜性评价

在充分收集基础地质、水文地质、地热地质等资料基础上,结合钻探施工、现场热响应试验测试、井温测量、实验室测试等手段,对奥陶纪碳酸盐岩类裂隙岩溶水水位埋深、水温展布进行了测量,确定水位埋深在65～75m,埋深最大者位于白云山公园南、沙窝社区西南一带,埋深达约100m。平面地温最高温分布于研究区西部,西大封—朱庄—金槐—冉庄村一带,温度达到18℃以上。对肥城市城市规划区浅层地温能开发利用进行了适宜性评价,地下水地源热泵适宜中等区位于大面积地区,适宜差区位于泰肥铁路以北、白云山公园、龙山公园、母猪山一带。地埋管地源热泵适宜中等区位于大面积地区,适宜差区位于白云山公园、龙山公园一带的生态保护区。肥城市城市规划区浅层地温能资源丰富、开采条件便利,潜力巨大,具有良好的发展浅层地温能的基础条件。     

地下长距离废弃管道充填施工设计

阐述了某地下废弃管道的充填处置施工设计方案,为地下废弃管道处置项目的施工实践提供依据,并对以后类似长距离废弃地下空间的充填施工具有很好的借鉴意义     

提吊加浮力塞下管法在大口径瓦斯抽排孔的应用

利用瓦斯抽排孔把井下瓦斯预抽后排到地面,是我国目前煤矿预防瓦斯事故和进行综合利用能源的有效方法之一.通过工程实例,详细介绍了提吊加浮力塞下管技术在大口径瓦斯抽排孔的应用情况和技术措施.