川藏铁路工程中岩土体力学行为与灾害防控研究综述

ISSN:2811-0536(P)

EISSN:2811-0803(O)

语言:中文

作者
朱继晨
文章摘要
川藏铁路穿越青藏高原东缘强烈隆升带,面临高地应力、活动断裂、冻融循环与强降雨等多重极端地质环境的耦合作用。沿线岩土体具有高度非均质性、结构破碎性和力学响应复杂性,易诱发岩爆、软岩大变形、岩崩及隧道突水突泥等重大岩土工程灾害。本文系统梳理川藏铁路典型区段岩土体的工程地质特征,归纳四类主要岩土体力学灾害的成因机制、演化模式与破坏特征;总结当前在岩土体参数识别、多场耦合数值模拟、智能监测预警及灾害防控技术等方面的研究进展;并指出未来需重点突破岩土体多尺度本构模型、灾变链式演化机理以及数字孪生驱动的智能防控体系等关键科学问题。研究成果可为川藏铁路的安全建设与长期运维提供理论支撑,亦对类似艰险山区重大工程具有借鉴意义。
文章关键词
岩土体;川藏铁路;岩爆;软岩大变形;岩崩;隧道突涌;多场耦合;智能监测
参考文献
[1] ROYDEN L H,BURCHFIEL B C,VAN DER HILST R D.The geological evolution of the Tibetan Plateau[J]. Science,2008,321(5892):1054–1058. [2] YANG K,WU H,QIN J,et al.Recent climate changes over the Tibetan Plateau and their impacts on energy and water cycle:A review[J].Global and Planetary Change,2014,112:79–91. [3] YOU Q,CHEN D,WU F,et al.Elevation dependent warming over the Tibetan Plateau:Patterns,mechanisms and perspectives[J].Earth-Science Reviews,2020,210:103349. [4] BAI M,CHEVALIER M L,LELLOUP P H,et al.Spatial slip rate distribution along the SE Xianshuihe fault,eastern Tibet,and earthquake hazard assessment[J].Tectonics,2021,40(11):e2021TC006985. [5] LAI Q,ZHAO J,HUANG R,et al.Formation mechanism and evolution process of the Chada rock avalanche in Southeast Tibet,China[J].Landslides,2022,19(2):331–349. [6] LIU J,WANG T,LI Z,et al.Coseismic deformation of the 2022 Mw 6.7 Menyuan earthquake from Sentinel-1 and ALOS-2 InSAR observations:Implications for fault geometry and seismic hazard[J].Remote Sensing,2022, 14(6):1404. [7] DAI K,LI Z,XU Q,et al.Entering the era of earth observation-based landslide warning systems:A novel and exciting framework[J].IEEE Geoscience and Remote Sensing Magazine,2020,8(1):136–153. [8] CUI P,GE Y,LI S,et al.Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway[J].Engineering Geology,2022,309:106837. [9] ZHANG D,SUN Z,FANG Q.Scientific problems and research proposals for Sichuan–Tibet railway tunnel construction[J].Underground Space,2022,7(3):419–439. [10] 何佳其,吝曼卿,刘夕奇,等.引入梯度应力的岩爆预测方法[J].岩土工程学报,2020,42(11):2098–2105. [11] MENG L,LI T,JIANG Y,et al.Characteristics and mechanisms of large deformation in the Zhegu mountain tunnel on the Sichuan–Tibet highway[J].Tunnelling and Underground Space Technology,2013,37:157–164. [12] 张玉芳,范家玮,袁坤.重大滑坡灾变机制与防治新技术研究[J].岩石力学与工程学报,2023,42(8):1910–1927. [13] 肖洋,全凯,卢松,等.隧道穿越压性断层突水突泥综合地质预报[J].地质灾害与环境保护,2025,36(02):56-61. [14] 王复明,蔡直言,郭成超,等.隧道工程水灾害防治研究进展[J].岩土工程学报,2025,47(11):2225-2236. [15] ZHANG J,LI S,ZHANG Q,et al.Mud inrush flow mechanisms:a case study in a water-rich fault tunnel[J].Bulletin of Engineering Geology and the Environment,2019,78:6267–6283.
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