ISSN 2096-4498

   CN 44-1745/U

二维码

Tunnel Construction ›› 2021, Vol. 41 ›› Issue (S1): 99-.DOI: 10.3973/j.issn.2096-4498.2021.S1.013

Previous Articles     Next Articles

Modifying Methods for Surrounding Rock Grade of Karst Tunnel

TONG Jianjun1, 2, GUI Dengbin1, 2, *, WANG Mingnian1, 2, LI Zhian1, 2, LYU Zhizhou1, 2, ZHAO Daming1, 2   

  1. (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China; 2. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China)
  • Online:2021-07-30 Published:2021-08-27

Abstract: In this paper, the calculation method for karst tunnel surrounding rock hardness attenuation value ΔRc and rock integrity attenuation value ΔKv is proposed based on the attenuation law of surrounding rock hardness Rc and rock integrity Kv, and then the calculation method for karst development degree to the correction value of tunnel surrounding rock classification index BQ karst is obtained. Based on the calculated karst development degree correction index value BQ karst and the BQ value of different surrounding rock subgrades of the tunnel, a quantitative grading method for karst tunnel surrounding rock is proposed; and based on the main geological engineering conditions of the tunnel, the qualitative subgrade qualitative classification method for karst tunnel surrounding rock is obtained. Finally, the method of correction and classification of karst tunnel surrounding rock is verified by case studies on the phase 1 project of Guiyang rail transit line 3 and the newlybuilt 4 karst tunnels along the Zhejiang section on QuzhouJiujiang Railway.

Key words: karst tunnel, development degree of karst, surrounding rock classification, correction factor

CLC Number: