砂化白云岩隧洞砂化等级的随钻识别模型与应用

doi:10.3724/1000-6915.jrme.2024.0528

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (3433 KB) HTML (1 KB)
输出: BibTeX | EndNote (RIS)

摘要准确识别砂化等级是砂化白云岩隧洞施工灾害防控的关键抓手，然而，现有砂化等级划分方法与超前地质预报尚不能有效结合，一定程度上削弱了超前水平钻成果在灾害防控中的作用。以灾害案例分析为基础，开展6种典型工况下钻头破岩的ABAQUS数值模拟，从钻进位移和实时钻进速度两方面对相应岩层的钻进结果进行分析，并进行现场钻进试验，分析不同砂化等级围岩的钻进速度频率分布特征，构建并验证了基于钻进速度的砂化等级预测模型。研究结果表明：(1) 砂化白云岩钻进速度随砂化等级提高而增大，钻进速度作为白云岩砂化等级预测指标是合理可行的；(2) 基于434组实际超前水平钻钻进速度的统计分析，弱砂化白云岩钻进速度出现在2.33～5 mm/s范围的概率为92.47%，强烈砂化白云岩钻进速度出现在3.33～6.67 mm/s范围的概率为87.18%，剧烈砂化白云岩钻进速度出现在4.17～9.17 mm/s范围的概率为90.74%，均呈现正态分布；(3) 将构建的砂化等级预测模型应用于滇中引水工程，识别结果与实际砂化等级吻合度高。研究成果直接推动超前水平钻成果应用于砂化等级预测与识别，进而指导砂化白云岩隧洞灾害防控。

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	董家兴1
	杨吉1
	赵永川2
	王志荣3
	白锐4
	李建国2
	米健2
	王益仙5

关键词 ：隧道工程, 砂化白云岩, 超前钻探, 钻进速度, 砂化等级预测

Abstract：Accurate identification of sandification grades is crucial fordisaster prevention and control in sandy dolomite tunnels. However，the existing sandification grade classification methods cannot be effectively combined with advanced geological prediction，which weakens the role of advanced horizontal drilling results in disaster prevention and control to a certain extent. Based on the analysis of disaster cases，the rock breaking of bit numerical simulation under six typical working conditions was conducted by the ABAQUS. The drilling results of the corresponding rock strata were analyzed from two aspects of drilling displacement and real-time drilling speed，and the field drilling test was carried out. The frequency distribution characteristics of the drilling speed of the surrounding rock with different sandification grades were analyzed. Furthermore，a prediction model of sandification grade based on drilling speed was constructed and verified. The results show that：(1) The drilling speed of sandy dolomite increases with the increase of sandification grade，and it is reasonable and feasible to use drilling speed as a prediction index of dolomite sandification grade. (2) Based on the statistical analysis of 434 groups of actual advanced horizontal drilling speed，the likelihood of drilling speed in the range of 2.33–5 mm/s in weak sandy dolomite is 92.47%，the possibility of drilling speed in the range of 3.33–6.67 mm/s in severe sandy dolomite is 87.18%，and the possibility of drilling speed in the range of 4.17–9.17 mm/s in complete sandy dolomite is 90.74%，all of which show normal distribution. (3) The prediction model of sandification grade is applied to the Water Diversion Project in Central Yunnan，and the identification results are consistent with the actual sandification grade. The research results directly promote the application of advanced horizontal drilling results to the prediction and identification of sandification grade and guide the disaster prevention and control of sandy dolomite tunnels.

Key words： tunnel engineering sandy dolomite advanced drilling drilling velocity sandification grade prediction

引用本文:

董家兴1，杨吉1，赵永川2，王志荣3，白锐4，李建国2，米健2，王益仙5. 砂化白云岩隧洞砂化等级的随钻识别模型与应用[J]. 岩石力学与工程学报, 2025, 44(3): 572-583.
DONG Jiaxing1，YANG Ji1，ZHAO Yongchuan2，WANG Zhirong3，BAI Rui4，LI Jianguo2，MI Jian2，WANG Yixian5. Modeling and application of while drilling identification of sandification grade in sandy dolomite tunnels#br#. , 2025, 44(3): 572-583.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.3724/1000-6915.jrme.2024.0528 或 https://rockmech.whrsm.ac.cn/CN/Y2025/V44/I3/572

[14]	刘灿灿. 煤巷顶板岩层地质特征随钻探测机制研究与应用[博士学位论文][D]. 徐州：中国矿业大学，2023.(LIU Cancan. Research and application of detection while drilling mechanism for geological features of coalmine roadway roof strata[Ph. D. Thesis][D]. Xuzhou：China University of Mining and Technology，2023.(in Chinese))
[19]	王志杰，杜逸文，姜逸帆，等. 砂化白云岩地层隧道掌子面失稳机制研究[J]. 岩石力学与工程学报，2021，40(增2)：3 118-3 126. (WANG Zhijie，DU Yiwen，JIANG Yifan，et al. Study on instability mechanism of tunnel face in sandy dolomite strata[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(Supp.2)：3 118-3 126. (in Chinese))
[20]	张延杰，董家兴，周志强，等. 近断层砂化白云岩隧洞突水涌砂演化过程及防突岩盘安全厚度研究[J]. 岩石力学与工程学报，2024，43(3)：639-652.(ZHANG Yanjie，DONG Jiaxing，ZHOU Zhiqiang，et al. Water and sand inrush evolution and minimum safe thickness of waterproof-resistant slab in sandy dolomite tunnels near the faults[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(3)：639-652.(in Chinese))
[1]	TIAN J，LI J，CHENG W，et al. Working mechanism and rock-breaking characteristics of coring drill bit[J]. Journal of Petroleum Science and Engineering，2018，162：348-357.
[15]	刘少伟，刘栋梁，冯友良，等. 应力状态对煤巷顶板锚固孔钻进速度的影响[J]. 煤炭学报，2014，39(4)：608-613.(LIU Shaowei，LIU Dongliang，FENG Youliang，et al. Influence of stress states on drilling velocity of anchorage hole on coal roadway roof[J]. Journal of China Coal Society，2014，39(4)：608-613.(in Chinese))
[21]	JIANG Y F，ZHOU P，ZHOU F C，et al. Failure analysis and control measures for tunnel faces in water-rich sandy dolomite formations[J]. Engineering Failure Analysis，2022，138：106350.
[2]	VALENTIN M B，BOM C R，MARTINS C A L，et al. Estimation of permeability and effective porosity logs using deep auto encoders in borehole image logs from the Brazilian pre-salt carbonate[J]. Journal of Petroleum Science and Engineering，2018，170：315-330.
[16]	YANG Y，LIAO H，NIU J，et al. Three-dimensional simulation of rock breaking efficiency under various impact drilling loads[J]. Arabian Journal of Geosciences，2020，13(12)：93-98.
[22]	董家兴，龚欣月，米健，等. 砂化白云岩隧洞围岩分类方法SHF构建及应用[J]. 地球科学，2024，49(8)：2 813-2 825.(DONG Jiaxing，GONG Xinyue，MI Jian，et al. Structure and application of shf classification method for surrounding rock of sandy dolomite tunnel[J]. Earth Science，2024，49(8)：2 813-2 825.(in Chinese))
[3]	OLORUNTOBI O，BUTT S. Application of specific energy for lithology identification[J]. Journal of Petroleum Science and Engineering，2020，184：106402.
[17]	董家兴，周志强，赵永川，等. 滇中引水工程砂化白云岩隧洞围岩地质特征与破坏机制[J]. 岩石力学与工程学报，2024，43(增1)：3 464-3 476.(DONG Jiaxing，ZHOU Zhiqiang，ZHAO Yongchuan，et al. Study on geological characteristics and failure mechanism of surrounding rock of sandy dolomite tunnel in water diversion project in central Yunnan[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(Supp.1)：3 464-3 476.(in Chinese))
[23]	POROS Z，MACHEL H G，MINDSZENTY A，et al. Cryogenic powderization of Triassic dolostones in the Buda Hills，Hungary[J]. International Journal of Earth Sciences，2013，102(5)：1 513-1 539.
[4]	LI Z，KANG Y，FENG D，et al. Semi-supervised learning for lithology identification using Laplacian support vector machine[J]. Journal of Petroleum Science and Engineering，2020，195：107510.
[18]	ZHOU P，JIANG Y F，ZHOU F C，et al. Disaster mechanism of tunnel face with large section in sandy dolomite stratum[J]. Engineering Failure Analysis，2022，131：105905.
[24]	董家兴，杨吉，周伦顺，等. 砂化白云岩隧洞围岩致灾构造分类、孕灾及破坏模式研究[J]. 岩石力学与工程学报，2024，43(5)：1 064-1 079.(DONG Jiaxing，YANG Ji，ZHOU Lunshun，et al. Study on disaster-causing structure classification，disaster-pregnant and failure modes of surrounding rock mass in sandy dolomite tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(5)：1 064-1 079.(in Chinese))
[5]	谭卓英，王思敬，蔡美峰. 岩土工程界面识别中的地层判别分类方法研究[J]. 岩石力学与工程学报，2008，27(2)：316-322.(TAN Zhuoying，WANG Sijing，CAI Meifeng. Study on discriminant classification method for ground formation in identification of geotechnical engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(2)：316-322.(in Chinese))
[19]	王志杰，杜逸文，姜逸帆，等. 砂化白云岩地层隧道掌子面失稳机制研究[J]. 岩石力学与工程学报，2021，40(增2)：3 118-3 126. (WANG Zhijie，DU Yiwen，JIANG Yifan，et al. Study on instability mechanism of tunnel face in sandy dolomite strata[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(Supp.2)：3 118-3 126. (in Chinese))
[20]	张延杰，董家兴，周志强，等. 近断层砂化白云岩隧洞突水涌砂演化过程及防突岩盘安全厚度研究[J]. 岩石力学与工程学报，2024，43(3)：639-652.(ZHANG Yanjie，DONG Jiaxing，ZHOU Zhiqiang，et al. Water and sand inrush evolution and minimum safe thickness of waterproof-resistant slab in sandy dolomite tunnels near the faults[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(3)：639-652.(in Chinese))
[25]	MACHEL H G，BORRERO M L，DEMBICKI E，et al. The Grosmont：the world’s largest unconventional oil reservoir hosted in carbonate rocks[J]. Geological Society，London，Special Publications，2012，370(1)：49-81.
[6]	DONG S，WANG Z，ZENG L. Lithology identification using kernel Fisher discriminant analysis with well logs[J]. Journal of Petroleum Science and Engineering，2016，143：95-102.
[21]	JIANG Y F，ZHOU P，ZHOU F C，et al. Failure analysis and control measures for tunnel faces in water-rich sandy dolomite formations[J]. Engineering Failure Analysis，2022，138：106350.
[26]	董家兴，周志强，王志荣，等. Hoek-Brown强度准则在强烈砂化白云岩力学参数估算中的应用[J]. 长江科学院院报，2022，39(12)：21-25.(DONG Jiaxing，ZHOU Zhiqiang，WANG Zhirong，et al. Estimation of mechanical parameters of intense sandy dolomite based on Hoek-Brown strength criterion[J]. Journal Changjiang River Scientific Research Institute，2022，39(12)：21-25.(in Chinese))
[7]	谭卓英，李文，岳鹏君，等. 基于钻进参数的岩土地层结构识别技术与方法[J]. 岩土工程学报，2015，37(7)：1 328-1 333.(TAN Zhuoying，LI Wen，YUE Pengjun，et al. Techniques and approaches for identification of geo-formation structure based on diamond drilling parameters[J]. Chinese Journal of Geotechnical Engineering，2015，37(7)：1 328-1 333.(in Chinese))
[27]	RICHTER D K，GILLHAUS A，NEUSER R D. The alteration and disintegration of dolostones with stoichiometric dolomite crystals to dolomite sand：new insights from the Franconian Alb(Upper Jurassic，SE Germany)[J]. Zeitschrift der Deutschen Gesellschaft für Geowissenschaften，2018，169(1)：27-46.
[22]	董家兴，龚欣月，米健，等. 砂化白云岩隧洞围岩分类方法SHF构建及应用[J]. 地球科学，2024，49(8)：2 813-2 825.(DONG Jiaxing，GONG Xinyue，MI Jian，et al. Structure and application of shf classification method for surrounding rock of sandy dolomite tunnel[J]. Earth Science，2024，49(8)：2 813-2 825.(in Chinese))
[8]	YANG Y，LIAO H，XU Y，et al. Coupled fluid-structure simulation of a vibration-assisted rotary percussion drilling tool[J]. Energy Sources，Part A：Recovery，Utilization，and Environmental Effects，2019，41(14)：1 725-1 738.
[23]	POROS Z，MACHEL H G，MINDSZENTY A，et al. Cryogenic powderization of Triassic dolostones in the Buda Hills，Hungary[J]. International Journal of Earth Sciences，2013，102(5)：1 513-1 539.
[28]	董家兴，张晟玮，程娟，等. 模糊层次分析法在白云岩砂化等级划分中的应用[J]. 长江科学院院报，2023，40(2)：109-114. (DONG Jiaxing，ZHANG Shengwei，CHENG Juan，et al. Application of fuzzy AHP method to classification of dolomite sandification level[J]. Journal of Changjiang River Scientific Research Institute，2023，40(2)：109-114.(in Chinese))
[9]	谭卓英，蔡美峰，岳中琦，等. 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.(TAN Zhuoying，CAI Meifeng，YUE Zhongqi，et al. 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.(in Chinese))
[24]	董家兴，杨吉，周伦顺，等. 砂化白云岩隧洞围岩致灾构造分类、孕灾及破坏模式研究[J]. 岩石力学与工程学报，2024，43(5)：1 064-1 079.(DONG Jiaxing，YANG Ji，ZHOU Lunshun，et al. Study on disaster-causing structure classification，disaster-pregnant and failure modes of surrounding rock mass in sandy dolomite tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(5)：1 064-1 079.(in Chinese))
[29]	肖诗云，林皋，王哲. Drucker-Prager材料一致率型本构模型[J]. 工程力学，2003，20(4)：147-151.(XIAO Shiyun，LIN Gao，WANG Zhe. A Drucker-Prager consistent rate-dependent model[J]. Engineering Mechanics，2003，20(4)：147-151.(in Chinese))
[10]	KAHRAMAN S，BALCI C，YAZICI S，et al. Prediction of the penetration rate of rotary blast hole drills using a new drillability index[J]. International Journal of Rock Mechanics and Mining Sciences，2000，37(5)：729-743.
[25]	MACHEL H G，BORRERO M L，DEMBICKI E，et al. The Grosmont：the world’s largest unconventional oil reservoir hosted in carbonate rocks[J]. Geological Society，London，Special Publications，2012，370(1)：49-81.
[30]	刘金龙，栾茂田，许成顺，等. Drucker-Prager准则参数特性分析[J]. 岩石力学与工程学报，2006，25(增2)：4 010-4 015.(LIU Jinlong，LUAN Maotian，XU Chengshun，et al. Study on parametric characters of Drucker-Prager[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.2)：4 010-4 015.(in Chinese))
[11]	张强，索江伟，王海舰，等. 基于ABAQUS的凿岩机钻头破岩数值模拟分析[J]. 振动与冲击，2018，37(1)：136-141.(ZHANG Qiang，SUO Jiangwei，WANG Haijian，et al. Numerical simulation analysis on the drill bit rock breaking process based on ABAQUS[J]. Journal of Vibration and Shock，2018，37(1)：136-141.(in Chinese))
[26]	董家兴，周志强，王志荣，等. Hoek-Brown强度准则在强烈砂化白云岩力学参数估算中的应用[J]. 长江科学院院报，2022，39(12)：21-25.(DONG Jiaxing，ZHOU Zhiqiang，WANG Zhirong，et al. Estimation of mechanical parameters of intense sandy dolomite based on Hoek-Brown strength criterion[J]. Journal Changjiang River Scientific Research Institute，2022，39(12)：21-25.(in Chinese))
[31]	赵思光，王明年，罗丽菊，等. 基于凿岩台车钻进速度的隧道围岩基本质量指标计算方法[J]. 中国铁道科学，2023，44(2)：83-91. (ZHAO Siguang，WANG Mingnian，LUO Liju，et al. Calculation method for basic quality index of tunnel surrounding rock based on penetration velocity of drill jumbo[J]. China Railway Science，2023，44(2)：83-91.(in Chinese))
[12]	谭卓英，蔡美峰，岳中琦，等. 基于岩石可钻性指标的地层界面识别理论与方法[J]. 北京科技大学学报，2006，28(9)：803-807.(TAN Zhuoying，CAI Meifeng，YUE Zhongqi，et al. Theory and approach of identification of ground interfaces based on rock drillability index[J]. Journal of University of Science and Technology Beijing，2006，28(9)：803-807.(in Chinese))
[27]	RICHTER D K，GILLHAUS A，NEUSER R D. The alteration and disintegration of dolostones with stoichiometric dolomite crystals to dolomite sand：new insights from the Franconian Alb(Upper Jurassic，SE Germany)[J]. Zeitschrift der Deutschen Gesellschaft für Geowissenschaften，2018，169(1)：27-46.
[32]	刘勇斌，张晓平，李馨芳，等. 基于冲击回转钻进的岩石强度随钻识别研究[J]. 岩土力学，2024，45(3)：857-866.(LIU Yongbin，ZHANG Xiaoping，LI Xinfang，et al. Rock strength identification while drilling based on percussive rotary drilling[J]. Rock and Soil Mechanics，2024，45(3)：857-866.(in Chinese))
[13]	马念杰，邹光华，张凤岩，等. 新型煤巷顶板岩层结构探测仪的研究[J]. 煤炭科学技术，2007，35(1)：78-81.(MA Nianjie，ZOU Guanghua，ZHANG Fengyan，et al. Research on new roof rock structure probe of seam gateway[J]. Coal Science and Technology，2007，35(1)：78-81.(in Chinese))
[28]	董家兴，张晟玮，程娟，等. 模糊层次分析法在白云岩砂化等级划分中的应用[J]. 长江科学院院报，2023，40(2)：109-114. (DONG Jiaxing，ZHANG Shengwei，CHENG Juan，et al. Application of fuzzy AHP method to classification of dolomite sandification level[J]. Journal of Changjiang River Scientific Research Institute，2023，40(2)：109-114.(in Chinese))
[14]	刘灿灿. 煤巷顶板岩层地质特征随钻探测机制研究与应用[博士学位论文][D]. 徐州：中国矿业大学，2023.(LIU Cancan. Research and application of detection while drilling mechanism for geological features of coalmine roadway roof strata[Ph. D. Thesis][D]. Xuzhou：China University of Mining and Technology，2023.(in Chinese))
[29]	肖诗云，林皋，王哲. Drucker-Prager材料一致率型本构模型[J]. 工程力学，2003，20(4)：147-151.(XIAO Shiyun，LIN Gao，WANG Zhe. A Drucker-Prager consistent rate-dependent model[J]. Engineering Mechanics，2003，20(4)：147-151.(in Chinese))
[15]	刘少伟，刘栋梁，冯友良，等. 应力状态对煤巷顶板锚固孔钻进速度的影响[J]. 煤炭学报，2014，39(4)：608-613.(LIU Shaowei，LIU Dongliang，FENG Youliang，et al. Influence of stress states on drilling velocity of anchorage hole on coal roadway roof[J]. Journal of China Coal Society，2014，39(4)：608-613.(in Chinese))
[30]	刘金龙，栾茂田，许成顺，等. Drucker-Prager准则参数特性分析[J]. 岩石力学与工程学报，2006，25(增2)：4 010-4 015.(LIU Jinlong，LUAN Maotian，XU Chengshun，et al. Study on parametric characters of Drucker-Prager[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.2)：4 010-4 015.(in Chinese))
[16]	YANG Y，LIAO H，NIU J，et al. Three-dimensional simulation of rock breaking efficiency under various impact drilling loads[J]. Arabian Journal of Geosciences，2020，13(12)：93-98.
[31]	赵思光，王明年，罗丽菊，等. 基于凿岩台车钻进速度的隧道围岩基本质量指标计算方法[J]. 中国铁道科学，2023，44(2)：83-91. (ZHAO Siguang，WANG Mingnian，LUO Liju，et al. Calculation method for basic quality index of tunnel surrounding rock based on penetration velocity of drill jumbo[J]. China Railway Science，2023，44(2)：83-91.(in Chinese))
[17]	董家兴，周志强，赵永川，等. 滇中引水工程砂化白云岩隧洞围岩地质特征与破坏机制[J]. 岩石力学与工程学报，2024，43(增1)：3 464-3 476.(DONG Jiaxing，ZHOU Zhiqiang，ZHAO Yongchuan，et al. Study on geological characteristics and failure mechanism of surrounding rock of sandy dolomite tunnel in water diversion project in central Yunnan[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(Supp.1)：3 464-3 476.(in Chinese))
[32]	刘勇斌，张晓平，李馨芳，等. 基于冲击回转钻进的岩石强度随钻识别研究[J]. 岩土力学，2024，45(3)：857-866.(LIU Yongbin，ZHANG Xiaoping，LI Xinfang，et al. Rock strength identification while drilling based on percussive rotary drilling[J]. Rock and Soil Mechanics，2024，45(3)：857-866.(in Chinese))
[18]	ZHOU P，JIANG Y F，ZHOU F C，et al. Disaster mechanism of tunnel face with large section in sandy dolomite stratum[J]. Engineering Failure Analysis，2022，131：105905.
[19]	王志杰，杜逸文，姜逸帆，等. 砂化白云岩地层隧道掌子面失稳机制研究[J]. 岩石力学与工程学报，2021，40(增2)：3 118-3 126. (WANG Zhijie，DU Yiwen，JIANG Yifan，et al. Study on instability mechanism of tunnel face in sandy dolomite strata[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(Supp.2)：3 118-3 126. (in Chinese))
[20]	张延杰，董家兴，周志强，等. 近断层砂化白云岩隧洞突水涌砂演化过程及防突岩盘安全厚度研究[J]. 岩石力学与工程学报，2024，43(3)：639-652.(ZHANG Yanjie，DONG Jiaxing，ZHOU Zhiqiang，et al. Water and sand inrush evolution and minimum safe thickness of waterproof-resistant slab in sandy dolomite tunnels near the faults[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(3)：639-652.(in Chinese))
[21]	JIANG Y F，ZHOU P，ZHOU F C，et al. Failure analysis and control measures for tunnel faces in water-rich sandy dolomite formations[J]. Engineering Failure Analysis，2022，138：106350.
[22]	董家兴，龚欣月，米健，等. 砂化白云岩隧洞围岩分类方法SHF构建及应用[J]. 地球科学，2024，49(8)：2 813-2 825.(DONG Jiaxing，GONG Xinyue，MI Jian，et al. Structure and application of shf classification method for surrounding rock of sandy dolomite tunnel[J]. Earth Science，2024，49(8)：2 813-2 825.(in Chinese))
[23]	POROS Z，MACHEL H G，MINDSZENTY A，et al. Cryogenic powderization of Triassic dolostones in the Buda Hills，Hungary[J]. International Journal of Earth Sciences，2013，102(5)：1 513-1 539.
[24]	董家兴，杨吉，周伦顺，等. 砂化白云岩隧洞围岩致灾构造分类、孕灾及破坏模式研究[J]. 岩石力学与工程学报，2024，43(5)：1 064-1 079.(DONG Jiaxing，YANG Ji，ZHOU Lunshun，et al. Study on disaster-causing structure classification，disaster-pregnant and failure modes of surrounding rock mass in sandy dolomite tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(5)：1 064-1 079.(in Chinese))
[25]	MACHEL H G，BORRERO M L，DEMBICKI E，et al. The Grosmont：the world’s largest unconventional oil reservoir hosted in carbonate rocks[J]. Geological Society，London，Special Publications，2012，370(1)：49-81.
[26]	董家兴，周志强，王志荣，等. Hoek-Brown强度准则在强烈砂化白云岩力学参数估算中的应用[J]. 长江科学院院报，2022，39(12)：21-25.(DONG Jiaxing，ZHOU Zhiqiang，WANG Zhirong，et al. Estimation of mechanical parameters of intense sandy dolomite based on Hoek-Brown strength criterion[J]. Journal Changjiang River Scientific Research Institute，2022，39(12)：21-25.(in Chinese))
[27]	RICHTER D K，GILLHAUS A，NEUSER R D. The alteration and disintegration of dolostones with stoichiometric dolomite crystals to dolomite sand：new insights from the Franconian Alb(Upper Jurassic，SE Germany)[J]. Zeitschrift der Deutschen Gesellschaft für Geowissenschaften，2018，169(1)：27-46.
[28]	董家兴，张晟玮，程娟，等. 模糊层次分析法在白云岩砂化等级划分中的应用[J]. 长江科学院院报，2023，40(2)：109-114. (DONG Jiaxing，ZHANG Shengwei，CHENG Juan，et al. Application of fuzzy AHP method to classification of dolomite sandification level[J]. Journal of Changjiang River Scientific Research Institute，2023，40(2)：109-114.(in Chinese))
[29]	肖诗云，林皋，王哲. Drucker-Prager材料一致率型本构模型[J]. 工程力学，2003，20(4)：147-151.(XIAO Shiyun，LIN Gao，WANG Zhe. A Drucker-Prager consistent rate-dependent model[J]. Engineering Mechanics，2003，20(4)：147-151.(in Chinese))
[30]	刘金龙，栾茂田，许成顺，等. Drucker-Prager准则参数特性分析[J]. 岩石力学与工程学报，2006，25(增2)：4 010-4 015.(LIU Jinlong，LUAN Maotian，XU Chengshun，et al. Study on parametric characters of Drucker-Prager[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.2)：4 010-4 015.(in Chinese))
[31]	赵思光，王明年，罗丽菊，等. 基于凿岩台车钻进速度的隧道围岩基本质量指标计算方法[J]. 中国铁道科学，2023，44(2)：83-91. (ZHAO Siguang，WANG Mingnian，LUO Liju，et al. Calculation method for basic quality index of tunnel surrounding rock based on penetration velocity of drill jumbo[J]. China Railway Science，2023，44(2)：83-91.(in Chinese))
[32]	刘勇斌，张晓平，李馨芳，等. 基于冲击回转钻进的岩石强度随钻识别研究[J]. 岩土力学，2024，45(3)：857-866.(LIU Yongbin，ZHANG Xiaoping，LI Xinfang，et al. Rock strength identification while drilling based on percussive rotary drilling[J]. Rock and Soil Mechanics，2024，45(3)：857-866.(in Chinese))