参考文献/References:
[1]黄鑫,李术才,许振浩,等. 暗河发育区隧道选线与突涌水灾害预控分析[J]. 中国公路学报,2018,31(10):101-117,140. HUANG Xin,LI Shucai,XU Zhenhao,et al. Tunnel Route Selection and Water Inrush Precontrol Analysis for Underground River Development Areas[J]. China Journal of Highway and Transport, 2018,31(10):101-117,140.
[2]刘招伟,何满潮,王树仁. 圆梁山隧道岩溶突水机理及防治对策研究[J]. 岩土力学,2006,27(2):228-232,246 LIU Zhaowei,HE Manchao,WANG Shuren. Study on Karst Waterburst Mechanism and Prevention Countermeasures in Yuanliangshan Tunnel[J]. Rock and Soil Mechanics,2006,27(2):228-232,246.
[3]宋章,王科,蒋良文,等. 岩溶区铁路勘察防治技术研究现状及发展趋势[J]. 高速铁路技术,2018,9(5):38-43. SONG Zhang,WANG Ke,JIANG Liangwen,et al. Research Status and Developing Trends of Reconnaissance and Control Technology of Railway in Karst Area[J]. High Speed Railway Technology,2018, 9(5):38-43.
[4]徐正宣,彭芬. 方斗山隧道岩溶水文地质条件及危险性研究[J].高速铁路技术,2017,8(4):28-33. XU Zhengxuan,PENG Fen. Karst Hydrogeology and Risk Research on Fangdoushan Tunnel[J]. High Speed Railway Technology, 2017,8(4):28-33.
[5]陈明浩,邓宏科,张广泽,等. 昭通隧道岩溶水文地质特征及突涌水危险性评价[J]. 高速铁路技术,2020,11(6):34-39. CHEN Minghao,DENG Hongke,ZHANG Guangze,et al. Analysis of Karst Hydrogeological Characteristics and Risk Assessment of Water Inrush for the Zhaotong Tunnel[J]. High Speed Railway Technology,2020,11(6):34-39.
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