旋挖钻机聚合物泥浆施工技术浅探          下载免费PDF全文

祁建永  王国辉  张彦鹏  付景坤 《探矿工程》2010,37(8):60-63

通过对聚合物泥浆护壁机理的分析,简要叙述了聚合物泥浆的性能特点,为在旋挖钻孔工艺中应用聚合物泥浆,总结了聚合物泥浆的制备、回收、净化、排放方法,优化了施工时泥浆循环系统的布置方案。结合工程实践,指出了旋挖钻进时应注意的问题和对一些易出现问题的处理方法,对旋挖钻机应用聚合物泥浆施工时具有一定的指导意义。  相似文献   

小型空心砌块建筑墙体施工技术     

刘暹宏 《中国勘察设计》2010,(3):34-36

某工程设计采用轻质砼小型空心砌块墙体,在施工过程中,从各个建筑细部上很下工夫,精益求精,使施工质量得到保证,本文介绍其施工技术与细部做法。  相似文献   

阳和汤联合唑来膦酸治疗阳虚寒凝型乳腺癌骨转移30例          下载免费PDF全文

冯磊  李玲  李阳 《应用海洋学学报》2022,38(10):12

目的：观察阳和汤联合唑来膦酸治疗阳虚寒凝型乳腺癌骨转移的临床疗效及安全性。方法：将60 例阳虚寒凝型乳腺癌骨转移患者随机分为治疗组和对照组,每组各30 例。对照组给予唑来膦酸注射液治疗,治疗组在对照组基础上加用阳和汤治疗。观察2组的癌痛疗效、生活质量、数字分级法（NRS）评分、中医证候积分、骨代谢指标［血钙、血清骨代谢标志物碱性磷酸酶（ALP）、I型胶原N末端肽（NTX）水平］以及不良反应。结果：骨转移癌痛总有效率治疗组为73.4%（22/30）,对照组为60.0%（18/30）;生活质量总有效率治疗组为86.7%（26/30）,对照组为73.3%（22/30）,2组比较,差异均有统计学意义（P<0.05）。治疗组NRS评分、中医证候积分治疗前后组内比较及治疗后与对照组比较,2组ALP、NTX水平治疗前后组内比较及治疗后组间比较,差异均有统计学意义（P<0.05或P<0.01）。2组血钙水平、不良反应发生率比较,差异均无统计学意义（P>0.05）。结论：阳和汤可以作为阳虚寒凝型乳腺癌骨转移患者的辅助治疗手段,值得临床推广应用。  相似文献   

Wall effect of underwater explosion load based on wave motion theories     

肖巍  姚熊亮  郭君 《中国海洋工程》2014,28(5):587-598

Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoreticalanalysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with timepassing, the maximum hull plate pressure is 2/（1＋n） times the maximum free field pressure, where n is the ratio ofimpedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, thetheoretical results agree well with the experimental data.  相似文献   

基于灰色关联与模糊数学的重力式挡土墙震害评估     

梁力丹  郑达  巨能攀  李俊杰 《工程地质学报》2014,22(6):1234-1240

龙门山地区强震荷载导致大量已建边坡支挡结构严重受损,如何对震区受损挡土墙进行震害评估成为亟待解决的技术难点。本文首先通过对研究区挡土墙的震害分析,总结出其主要破坏模式包括滑移破坏、沉降破坏、倾覆破坏、墙身破坏以及越顶破坏5类。然后根据全面性、重要性以及科学性原则对影响震害评价的因子进行定性分析和分类,并结合挡墙的破坏模式,综合分析得到挡土墙安全评估的敏感性因子和一般因子。将震害范围60%作为挡墙评价的敏感性因子,而一般因子分为两级共10个指标,包括:滑移距离,沉降深度,倾斜角度,裂缝数量,裂缝长度比,开裂深度比,开裂宽度,错动距离,垮塌范围,覆盖范围。最后,采用灰色关联分析与模糊数学理论相结合的方法构建挡土墙震害评估体系,从而变事后处理为事先预防,为灾后恢复重建服务。  相似文献   

真空预压法在珠江流域某冲填土场地的应用     

秦皎 《岩土工程技术》2014,(1):45-47,55

依托珠江流域某冲填土场地工程实例,介绍了真空预压法的施工参数及应用效果,另对“薄弱部位”泥浆搅拌桩密封墙处地层的强度进行了定量分析,结果表明真空预压法适用于此类场地,加固效果明显,但密封墙位置强度降幅较大,需采取换填等措施二次处理后才能使用,可为其他类似工程提供参考经验.  相似文献   

Pseudo-dynamic methods for seismic passive earth pressure behind a cantilever retaining wall with inclined backfill     

Debabrata Giri 《Geomechanics and Geoengineering》2014,9(1):72-78

The designing of retaining walls requires the complete knowledge of earth pressure distribution. Under earthquake conditions the design needs special attention to reduce the devastating effect, but under seismic conditions, the available literature mostly uses the pseudo-static analytical solution as an approximate to the real dynamic nature of the complex problem. This paper shows a detailed study on the seismic passive earth thrust behind a cantilever retaining wall with inclined backfill surface by pseudo-dynamic analysis. A planar failure surface has been considered. The effect of variation of parameters such as soil friction angle, wall friction angle and back fill inclination have been explored. A complete analysis shows that the time dependent non-linear behaviour of the pressure distribution obtained in the present method results in more realistic design values of earth pressures under earthquake conditions. Results are provided in tabular and graphical non-dimensional form and compared thoroughly with the existing values in the literature.  相似文献   

Slip line theory applied to a retaining wall–unsaturated soil interaction problem     

《Computers and Geotechnics》2014

An extension of slip line theory to unsaturated soils is presented and applied to the problem of a rigid retaining wall rotating about its toe into unsaturated soils. Suction is introduced using the effective stress concept. Soil–wall interface friction is defined carefully. The influence of suction on limiting passive earth pressures is analysed for two soils under steady state evaporation and infiltration. Suction increases the limiting passive stress at the soil–wall interface, with a dependence on the steady state flow type. The displacement of the retained soil is studied assuming the wall undergoes a rotation increment. The results show a clear difference in the displacement for evaporation and infiltration.  相似文献   

雅鲁藏布江深厚砂砾卵石覆盖层钻探工艺          下载免费PDF全文

肖冬顺  张辉  黄炎普  梁亚农  赵建强  曹有顺  谢庆蛟 《探矿工程》2014,41(8):21-25

为了开展雅鲁藏布江流域综合规划及其水资源开发利用与保护专题研究工作,在雅鲁藏布江干流里龙坝址和本宗坝址共布置了4个200~300 m深的钻孔。主要通过在西藏高寒地区4个深厚覆盖层钻孔的成功实施经验,对西藏高寒地区深厚覆盖层勘探成孔工艺与技术进行研究探讨。  相似文献   

大直径气举反循环成套钻具的研制          下载免费PDF全文

袁志坚 《探矿工程》2014,41(12):44-48

介绍了大直径气举反循环成套钻具的研制背景、设计原则、结构尺寸和主要技术参数。该套钻具不仅强度大,连接便捷,而且充分考虑了通气、通泥浆、泥浆补给三大通道面积等因素,采用内平设计。经生产试验,完全能满足大直径工程井气举反循环钻进的需要。  相似文献