首页> 外文期刊>Tunnelling and underground space technology >Estimation of the maximum allowable drilling mud pressure for a horizontal directional drilling borehole in fractured rock mass
【24h】

Estimation of the maximum allowable drilling mud pressure for a horizontal directional drilling borehole in fractured rock mass

机译:裂隙岩体中水平定向钻孔最大允许钻探泥浆压力的估算

获取原文
获取原文并翻译 | 示例
           

摘要

The drilling mud loss risk is a major problem for horizontal directional drilling (HDD) projects when it was drilling in fractured rock stratum. The existing theoretical calculation methods for the maximum allowable drilling mud pressure in HDD borehole are particularly designed for soils, so they are not suitable when rocks are encountered. The maximum allowable drilling mud pressure was analyzed in this study for a fracture zone of a maxi-HDD project crossing Yangtze River. The geotechnical investigation disclosed multiple layers of soils and rocks: the upper part two sand layers and the lower part one sandstone layer. The fracture zone in the sandstone layer was investigated by digital panoramic borehole camera technique, so that the detailed fracture orientations and locations can be identified. The maximum drilling mud pressure for the upper part two sand layers was calculated using Delft equation. At the same time, the evolution of drilling mud pressure in the fracture zone was studied using numerical modeling method. Combing with the calculation results of both Delft equation and numerical modeling, the maximum allowable mud pressure at the fracture zone of the HDD borehole was obtained. The numerical modeling found that the persistent fracture system in the fracture rock mass has very low resistance to the drilling mud pressure propagation, so a low drilling mud pressure needs to be used when it was drilling/reaming in the fracture zone. The effects of fracture aperture, the drilling mud viscosity, and fracture roughness on the mud pressure evolution were also analyzed.
机译:当钻探在裂隙岩层中时,钻探泥浆流失风险是水平定向钻探(HDD)项目的主要问题。 HDD钻孔中最大允许钻探泥浆压力的现有理论计算方法是专门针对土壤设计的,因此在遇到岩石时不适合使用。在这项研究中,对穿越长江的maxi-HDD项目的裂缝带的最大允许钻探泥浆压力进行了分析。岩土工程研究揭示了多层土壤和岩石:上部为两层砂岩层,下部为一层砂岩层。利用数字全景井眼相机技术研究了砂岩层中的裂缝带,从而可以确定详细的裂缝方向和位置。使用Delft方程计算上部两砂层的最大钻井泥浆压力。同时,利用数值模拟方法研究了裂缝带钻井泥浆压力的变化规律。结合代尔夫特方程和数值模型的计算结果,获得了HDD钻孔裂缝区的最大允许泥浆压力。数值模拟发现,裂隙岩体中的持久性裂缝系统对钻井泥浆压力传播的阻力非常低,因此在裂缝区进行钻井/扩孔时需要使用较低的钻井泥浆压力。还分析了裂缝孔径,钻探泥浆粘度和裂缝粗糙度对泥浆压力演化的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号