| 基于仪器钻进系统的风化花岗岩地层界面识别 |
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| 引用本文： | 谭卓英,蔡美峰,岳中琦,谭国焕,李焯芬.基于仪器钻进系统的风化花岗岩地层界面识别[J].北京科技大学学报,2007,29(7):665-669. |
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| 作者姓名： | 谭卓英 蔡美峰 岳中琦 谭国焕 李焯芬 |
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| 作者单位： | 1. 北京科技大学金属矿山高效开采与安全教育部重点实验室,北京,100083
2. 香港大学土木工程系,香港 |
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| 基金项目： | 香港研究基金
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香港赛马会慈善基金
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国家自然科学基金 |
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| 摘 要： | 针对香港风化花岗岩场址勘探,在液压旋转钻机上安装钻孔过程监测系统(drilling process monitoring,DPM),对有效轴压力、钻具转速、冲洗压力、钻头位移及穿孔速率进行了实时监测.采用变斜率作为显著性指数,对地层中的主、次界面进行了识别.t检验表明,DPM系统对岩土界面识别的置信度为99%.此外,对穿孔参数在界面处的变化分析表明,这些参数随孔深的变化曲线在界面处存在不同涨落,轴压力和穿孔速率对界面上岩石强度变化的响应度为81.82%.
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| 关 键 词： | 仪器钻进系统 穿孔参数 风化花岗岩 界面识别 仪器 钻进 系统 风化 花岗岩地层 界面识别 system drilling based strata weathered granite identification 响应度 强度变化 涨落 存在 变化曲线 孔深 分析表 参数 |
| 修稿时间： | 2006-01-282006-03-06 |
Interface identification in weathered granite strata based on a instrumented drilling system |
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| TAN Zhuoying,CAI Meifeng,YUE Z.Q.,THAM L.G.,LEE C.F..Interface identification in weathered granite strata based on a instrumented drilling system[J].Journal of University of Science and Technology Beijing,2007,29(7):665-669. |
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| Authors: | TAN Zhuoying CAI Meifeng YUE ZQ THAM LG LEE CF |
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| Institution: | 1. State Key Laboratory of the Ministry of Education of China for High-Efficient Mining and Safety of Metal Mines, University of Science and Technology Beijing, Beijing 100083, China;2. Department of Civil Engineering, University of Hong Kong, Hong Kong, China |
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| Abstract: | A hydraulic rotary drill instrumented with a drilling process monitoring system(DPM)was used for site investigation in Hong Kong weathered granite foundation engineering.The penetrating parameters such as effective thrust force,rotational speed,flushing pressure,penetrating rate and displacement of the bit were monitored in real time.A varied slope was defined as a significant index for identification of dominative and subsidiary interfaces in the granite site.The result from t-test shows that the confidence of the DPM in identification of the geotechnical interfaces is 99%.Besides,the analysis of variation of the penetrating parameters at the interfaces indicates that there are different fluctuations at the interfaces in the curves of the parameters with borehole depth.The response degree of effective thrust force and penetrating rate to the variation of rock strength at the interfaces is 81.82% alone. |
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| Keywords: | instrumented drilling system penetrating parameters weathered granite identification of geotechnical interface |
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