摘要
针对复杂山区深埋隧道岩爆危险性评价中的诸多不确定性因素问题,通过归纳分析典型高地应力条件下深埋隧道岩爆破坏特征及关键影响因子,从客观反映高地应力环境、岩石力学性能和围岩性质3个层面确定5项岩爆评价指标,利用未确知测度理论建立隧道岩爆危险性评价模型.为了充分考虑岩爆危险性评价的主观因素和客观因素,通过引入距离函数,采用熵权法和层次分析法相结合构建组合赋权法,综合确定各指标的权重系数.基于未确知测度理论及计算规则,结合岩爆危险性分级标准,构建直线型单指标测度函数,计算单指标测度评价矩阵和多指标测度向量,依照置信度准则进行岩爆危险性评价.将构建的岩爆危险性评价未确知测度模型应用于川藏交通廊道桑珠岭隧道,并与强度应力比法、Russenes判据、岩石脆性系数、岩体完整性系数、岩石弹性能指数等单指标判据评价结果及实际岩爆结果进行对比.研究结果表明:该模型评价结果的准确率达到94.4%,比单指标岩爆判据的准确率高16.7%~66.7%.
Aming at the uncertain factors in the rockburst risk assessment of deep lying tunnels in complex mountainous areas,the unascertained measurement theory was used to establish a tunnel rockburst risk evaluation model.By summarizing and analyzing the rockburst failure characteristics and key influencing factors of deep lying tunnels under typical high geostress conditions,5evaluation indexes were determined from three levels that objectively reflect the high geostress environment,rock mechanical properties and surrounding rock properties.In order to fully consider the subjective and objective factors of rockburst risk assessment,by introducing a distance function,using the combination of entropy weight method and analytic hierarchy process to construct a combination weighting method,and comprehensively determined the weight coefficient of each index.Based on the unascertained measurement theory and calculation rules,it constructed a linear single-index measurement function according to the rockburst risk classification standard.By calculating the single-index measurement evaluation matrix and the multi-index measurement vector,the rockburst risk assessment was carried out according to the confidence criterion.The unascertained measurement model of rockburst risk assessment was applied to the Sangzhuling tunnel of the Sichuan-Tibet traffic corridor.The evaluation accuracy was compared with that obtained from single index criteria such as strength-stress ratio method,Russenes criterion,rock brittleness coefficient,rock mass integrity coefficient,rock elastic energy index and the actual rockburst results.The research results show that the accuracy rate of the evaluation result of the model is 94.4%,which is 16.7%-66.7% higher than that of the single-index rockburst criterion.
作者
周航
廖昕
陈仕阔
冯涛
王志民
Zhou Hang;Liao Xin;Chen Shikuo;Feng Tao;Wang Zhimin(China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu 610031,China;Faculty of Geosciences and Environmental Engineering,Southwest Jiaotong University,Chengdu 611756,China)
出处
《地球科学》
EI
CAS
CSCD
北大核心
2022年第6期2130-2148,共19页
Earth Science
基金
国家自然科学基金资助项目(No.41672295)
四川省科技厅科技计划项目(Nos.2019YFG0460,2019YFG0001,2019YFG0047,2020YFG0303)
中国铁路总公司科技研究开发计划系统性重大项目(No.P2018G047)
国家重点研发计划(No.2016YFC0802206)
中铁二院工程集团有限责任公司项目(Nos.KDNQ202006,KDNQ202008)。
关键词
复杂山区
深埋隧道
岩爆危险性评价
组合赋权
未确知测度
置信度识别准则
工程地质
complex mountainous area
deep lying tunnel
rockbust risk assessment
combination weight
unascertained measure theory
credible degree recognition criteria
engineering geology