Experimental study of the effect of rock blasting with various cutting forms for tunnel excavation using physical model tests

被引:5
|
作者
An, H. [1 ]
Song, Y. [1 ]
Yang, D. [2 ]
机构
[1] Kunming Univ Sci & Technol, Fac Publ Secur & Emergency Management, Kunming 650093, Yunnan, Peoples R China
[2] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
关键词
rock blasting; cutting blasting; rock fracture; cutting forms; physical model; NUMERICAL-SIMULATION; TENSILE DAMAGE; MECHANISMS;
D O I
10.24425/ace.2021.138073
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cutting blasting has been widely used for tunnel excavation. The cutting forms significantly influence the blasting effect. This research focuses on the study of the relationship between cutting forms and blasting effects. Similarity theory is proposed for the experimental study of the rock blasting using small models. Then four experimental modes with different cutting forms are used to study the blasting effect due to the cutting forms. The cutting depth, borehole utilization rate, fragments volume, and average fragment size are analysed. The blasting effects with various cutting forms are compared. The influences of the borehole space and the blasting delay are discussed. It is concluded that the spiral cutting form can produce more fragments and is recommend for the small section tunnel excavation.
引用
收藏
页码:599 / 618
页数:20
相关论文
共 50 条
  • [1] Study on a Wire Saw Rock Cutting Model for Tunnel Excavation and Cutting Performance Improvement
    Lee, Jin-Ho
    Ahn, Sung-Kwon
    Lee, Kyoung-Chan
    Bang, Choon-Seok
    Myung-Sagong
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2015, 39 (10) : 1069 - 1077
  • [2] Model experimental studies of vibration effect and damage evolution of tunnel's surrounding rock under cyclic blasting excavation
    Zhong G.
    Ao L.
    Fu Y.
    Baozha Yu Chongji/Explosion and Shock Waves, 2016, 36 (06): : 853 - 860
  • [3] Vibration effect of tunnel surrounding rock under cyclic blasting excavation
    Zhong, Guosheng
    Liu, Dinghuan
    PROCEEDINGS OF THE 2017 2ND INTERNATIONAL CONFERENCE ON CIVIL, TRANSPORTATION AND ENVIRONMENTAL ENGINEERING (ICCTE 2017), 2017, 135 : 287 - 292
  • [4] Effect of rock mass intactness on tunnel safety and stability in blasting excavation
    Yang, Pingyuan
    Wu, Xiaoen
    Chen, Junhua
    ANNALES DE CHIMIE-SCIENCE DES MATERIAUX, 2018, 42 (01): : 75 - 101
  • [5] Study on Propagation Characteristics of Seismic Wave in Rock Tunnel Excavation Blasting
    Hao, Xiaoping
    Xu, Yushan
    Liu, Hongshun
    6TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING, 2020, 455
  • [6] Study on Dynamic Response and Damage Effect of Surrounding Rock in Large Tunnel under Blasting Excavation
    Ji, Ling
    Zhou, Chuanbo
    Zhang, Bo
    Wang, Fengxi
    Zhou, Chuanbo (cbzhou@cug.edu.cn), 1600, Science Press (43): : 161 - 168
  • [7] EXPERIMENTAL STUDY ON THE STABILITY OF SURROUNDING ROCK IN TUNNEL BLASTING CONSTRUCTION
    Fu, Hongxian
    Kong, Hong
    Wu, Jinke
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2018, 27 (01):
  • [8] Experimental study on stemming effect in rock blasting
    Luo Yong~1
    2.Department of Mechanical and Electric Engineering
    EngineeringSciences, 2010, 8 (04) : 42 - 46
  • [9] Dynamic caustics model experimental study on the defects extension of roadway surrounding rock when blasting excavation
    School of Mechanics and Architecture Engineering, China University of Mining & Technology , Beijing
    100083, China
    不详
    100083, China
    Caikuang yu Anquan Gongcheng Xuebao, 5 (728-734):
  • [10] Effect Blasting Excavation of Yujiapeng Tunnel on Stability of Nearby Giant Dangerous Rock Masses (DRM)
    Yu Hongming Hu Yanxin Engineering Faculty
    Journal of China University of Geosciences, 2001, (02) : 49 - 51