Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (4): 1252-1263.doi: 10.16285/j.rsm.2024.0829

• Geotechnical Engineering • Previous Articles     Next Articles

Unified quantitative grading method for deconstructing blockiness of tunnel blocks in jointed rock masses and its application

HE Peng1, YANG Chuan-xin1, SHI Shao-shuai2, 3, HU Jie4, WU Wei-tao5, CHEN Yan6, MA Zheng-hu1   

  1. 1. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. School of Future Technology, Shandong University, Jinan, Shandong 250061, China; 3. Institute of Geotechnical and Underground Engineering, Shandong University, Jinan, Shandong 250061, China; 4. School of Safety Science and Engineering, Nanjing University of Science and Technology, Nanjing, Jiangsu 210094, China; 5. Sino-French Engineering School, Nanjing University of Science and Technology, Nanjing, Jiangsu 210094, China; 6. Shandong Luqiao Group Co., Ltd., Jinan, Shandong 250014, China
  • Received:2024-07-03 Accepted:2024-09-14 Online:2025-04-11 Published:2025-04-15
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52278404, 52209133) and the China Postdoctoral Science Foundation (2022M711962).

Abstract: The non-uniformity and discrete nature of rock mass are among the most significant characteristics of rock mass. Jointed rock masses are complex block structure systems composed of different scales of rock masses. Different indexes and standards for the division of rock mass structure and integrity in various industries, along with qualitative descriptions, hinder the generalization of obtained data and conclusions. Using unweighted undirected graphs, the study achieved the rapid and batch construction of random joint network models. Employing algorithms such as connectivity domain detection and breadth-first search, the constructed simulation models were analyzed for block degree and equivalent sieving. With the original closed block area, the independent effective block, and the reconstruction of the effective block amplification area as a parameter source of the block degree deconstruction, a quantitative index for the degree of blockiness of jointed rock masses was defined (the rock block index, RBI2D). Diverging from traditional rock mass quality assessment bases on structural planes, this study proposes a normalized treatment and quantitative evaluation method for the deconstruction of jointed rock mass blockiness. Simulations were conducted on jointed rock masses with varying degrees of integrity based on relevant industry standards and actual engineering site conditions, establishing a correlation between rock structure types and RBI2D. The integrated development of a normalized processing evaluation system for jointed rock mass blockiness has been implemented and applied to the rock mass quality evaluation and surrounding rock classification of the Gandershan Tunnel on the Baotou-Yinchuan Railway, showing good consistency with onsite measurements. The research provides an alternative effective approach for obtaining integrity indices in surrounding rock grade evaluations.

Key words: jointed rock mass, blockiness, deconstructive analysis, surrounding rock classification, engineering application

CLC Number: 

  • TU 451
[1] ZHU Shu, QUE Xiang-cheng, ZHU Zhen-de, ZHU Qi-zhi, . Deformation and strength characteristics of columnar jointed rock mass considering cross-sectional regularity [J]. Rock and Soil Mechanics, 2024, 45(1): 213-225.
[2] WANG Wen-dong, DENG Hua-feng, LI Jian-lin, FENG Yun-jie, LI Guan-ye, QI Yu, . Quantitative method of joint matching degree based on effective shear area [J]. Rock and Soil Mechanics, 2023, 44(S1): 249-258.
[3] ZHANG Tao, XU Wei-ya, MENG Qing-xiang, WANG Huan-ling, YAN Long, QIAN Kun, . Experimental investigation on the mechanical characteristics of columnar jointed rock mass samples based on 3D printing technology [J]. Rock and Soil Mechanics, 2022, 43(S2): 245-254.
[4] LIU Xiao-hu, YAO Zhi-shu, CHENG Hua, ZHA Wen-hua, WU Jie-hao, . Analysis and application of catastrophe instability mechanism of intersection point in a deep roadway [J]. Rock and Soil Mechanics, 2022, 43(S1): 521-531.
[5] ZHAO Zeng-hui, LIU Hao, SUN Wei, YANG Peng, CHEN Bao-sen, . Progressive failure behavior of rock mass anchorage system considering interface and damage effect [J]. Rock and Soil Mechanics, 2022, 43(11): 3163-3173.
[6] QUE Xiang-cheng, ZHU Zhen-de, NIU Zi-hao, HUANG Hao-nan, . Deformation and strength anisotropy of columnar jointed rock mass with different cross-sectional shapes [J]. Rock and Soil Mechanics, 2021, 42(9): 2416-2426.
[7] ZHANG Jian-cong, JIANG Quan, HAO Xian-jie, FENG Guang-liang, LI Shao-jun, WANG Zhi-lin, FAN Qi-xiang, . Analysis of stress-structural collapse mechanism of columnar jointed basalt under high stress [J]. Rock and Soil Mechanics, 2021, 42(9): 2556-2568.
[8] CUI Wei, WANG Li-xin, JIANG Zhi-an, WANG Chao, WANG Xiao-hua, ZHANG She-rong, . Numerical simulation of grouting process in rock mass with rough fracture network based on corrected cubic law [J]. Rock and Soil Mechanics, 2021, 42(8): 2250-2258.
[9] ZHANG Yu-fei, LI Jian-chun, YAN Ya-tao, LI Hai-bo, . Experimental study on dynamic damage characteristics of roughness joint surface based on SHPB [J]. Rock and Soil Mechanics, 2021, 42(2): 491-500.
[10] HUANG Wei, XIAO Wei-min, TIAN Meng-ting, ZHANG Lin-hao, . Model test research on the mechanical properties of irregular columnar jointed rock masses [J]. Rock and Soil Mechanics, 2020, 41(7): 2349-2359.
[11] WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56.
[12] CHEN Bing-rui, WU Hao, CHI Xiu-wen, LIU Hui, WU Meng-die, YAN Jun-wei, . Real-time recognition algorithm for microseismic signals of rock failure based on STA/LTA and its engineering application [J]. Rock and Soil Mechanics, 2019, 40(9): 3689-3696.
[13] CHEN Qing-fa, YIN Ting-chang, GAO Yuan, . Three-dimensional demarcation method of homogeneous structural domains of jointed rock masses at underground mine [J]. Rock and Soil Mechanics, 2019, 40(8): 3181-3188.
[14] SUN Qian-cheng, ZHENG Min-zong, LI Shao-jun, GUO Hao-sen, CHENG Yuan, PEI Shu-feng, JIANG Quan, . Variation characteristics and determination of tunnel relaxation depth of columnar jointed rock mass [J]. Rock and Soil Mechanics, 2019, 40(2): 728-736.
[15] KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!