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基于围岩参数的TBM掘进性能预测及应用研究
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作者 宗大超 赵祎睿 赵永金 《人民长江》 北大核心 2024年第8期161-165,173,共6页
传统的TBM掘进预测模型侧重于使用单一因素预测TBM掘进性能,预测结果往往与实际施工存在较大差异。以新疆某输水隧洞为背景,提出一种可考虑多种因素且符合工程实际的TBM掘进预测模型。以贯入度指数FPI作为TBM围岩可掘性的评价指标,分析... 传统的TBM掘进预测模型侧重于使用单一因素预测TBM掘进性能,预测结果往往与实际施工存在较大差异。以新疆某输水隧洞为背景,提出一种可考虑多种因素且符合工程实际的TBM掘进预测模型。以贯入度指数FPI作为TBM围岩可掘性的评价指标,分析了现场实测所得的岩体完整性指数K_(v)、岩体单轴抗压强度UCS与FPI的相关性。基于相关性分析,以K_(v)和UCS为模型的输入参数,FPI为因变量,建立了多元回归模型。使用现场实测所得的刀盘转速RPM、掘进速度v建立与FPI的拟合关系式,由此可以预测实际施工工程中的刀盘转速和掘进速度。在FPI预测模型的基础上,利用K-means聚类方法划分TBM的可掘性等级,并根据可掘性等级预估合理的掘进参数。研究结果表明,所建立的TBM可掘性模型可较好反映TBM施工的真实状态,可为类似地层条件的TBM施工工期预测和成本控制等问题提供参考。 展开更多
关键词 TBM 贯入度指数 可掘性分级 多元回归
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In situ experimental study on TBM excavation with high-pressure water-jet-assisted rock breaking 被引量:9
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作者 ZHANG Jin-liang YANG Feng-wei +2 位作者 CAO Zhi-guo XIA Yi-min LI Yong-chang 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第12期4066-4077,共12页
China’s first high-pressure hydraulically coupled rock-breaking tunnel boring machine(TBM) was designed to overcome the rock breaking problems of TBM in super-hard rock geology, where high-pressure water jet system i... China’s first high-pressure hydraulically coupled rock-breaking tunnel boring machine(TBM) was designed to overcome the rock breaking problems of TBM in super-hard rock geology, where high-pressure water jet system is configured, including high-flow pump sets, high-pressure rotary joint and high-pressure water jet injection device. In order to investigate the rock breaking performance of high-pressure water-jet-assisted TBM, in situ excavation tests were carried out at the Wan’anxi Water Diversion Project in Longyan, Fujian Province, China, under different water jet pressure and rotational speed. The rock-breaking performance of TBM was analyzed including penetration, cutterhead load, advance rate and field penetration index. The test results show that the adoption of high-pressure water-jet-assisted rock breaking technology can improve the boreability of rock mass, where the TBM penetration increases by 64% under the water jet pressure of 270 MPa. In addition, with the increase of the water jet pressure, the TBM penetration increases and the field penetration index decreases. The auxiliary rock-breaking effect of high-pressure water jet decreases with the increase of cutterhead rotational speed. In the case of the in situ tunneling test parameters of this study, the advance rate is the maximum when the pressure of the high-pressure water jet is 270 MPa and the cutterhead rotational speed is 6 r/min. The technical superiority of high-pressure water-jet-assisted rock breaking technology is highlighted and it provides guidance for the excavation parameter selection of high-pressure hydraulically coupled rock-breaking TBM. 展开更多
关键词 tunnel boring machine high-pressure water jet PENETRATION advance rate field penetration index
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