A new excavation technology of blasting combined with TBM

The technical feasibility of drilling and blasting or TBM excavation method is the key to determine the underground engineering. In view of the high strength, high abrasiveness and good integrity of hard rock in site, and considering the damage of surrounding rock must be controlled within a reasona...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Ke Man, Xiaoli Liu, Zhifei Song
Formato: article
Lenguaje:EN
Publicado: Taylor & Francis Group 2021
Materias:
Acceso en línea:https://doaj.org/article/31010f987f9346fa8b5f67e1ded33175
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:31010f987f9346fa8b5f67e1ded33175
record_format dspace
spelling oai:doaj.org-article:31010f987f9346fa8b5f67e1ded331752021-11-26T11:19:48ZA new excavation technology of blasting combined with TBM1947-57051947-571310.1080/19475705.2021.1998231https://doaj.org/article/31010f987f9346fa8b5f67e1ded331752021-01-01T00:00:00Zhttp://dx.doi.org/10.1080/19475705.2021.1998231https://doaj.org/toc/1947-5705https://doaj.org/toc/1947-5713The technical feasibility of drilling and blasting or TBM excavation method is the key to determine the underground engineering. In view of the high strength, high abrasiveness and good integrity of hard rock in site, and considering the damage of surrounding rock must be controlled within a reasonable range, the blasting combined with TBM method has been proposed here. While the combined method has been further carried out in Water Supply Project in Jilin to assess and evaluate it, which including single-hole blasting, five-hole blasting, eleven-hole blasting and blasting combined with TBM tests. It is found that some certain blasting tests is useful and essential to the combined method, as it can provide the blasting parameters designed for the combined method. The blasting of multi-hole simultaneous initiation with interval charge structure should be adopted strictly. Meantime, one roll of explosive in each blasting hole can produce obvious blasting phenomenon. Simultaneously, by means of vibration monitoring, borehole TV observation and sound wave measurement, it can be judged that the damaged degree is rather small. After pre-blasting, the average speed of TBM driving is 17.41 mm/min, increased by 42.3% than that of the previous cycle. It shows that the new method not only achieves a relative efficient excavation, but also rock damage has been controlled. Moreover, the shortcomings of low speed and high tool wear of TBM excavation in hard rock could be avoided and the excavation efficiency could be improved using the combined method. Therefore, it seems to be a practical technology, which can play full advantages of each existed method, while can avoid the defects of themselves. However, this new excavation technology needs further confirmation through more engineering verification. The results obtained in this paper have guiding significance and promising application in the underground excavation and other civil engineering.Ke ManXiaoli LiuZhifei SongTaylor & Francis Grouparticleblasting excavationtbm excavationpre-blastingcombined methodexcavation efficiencyEnvironmental technology. Sanitary engineeringTD1-1066Environmental sciencesGE1-350Risk in industry. Risk managementHD61ENGeomatics, Natural Hazards & Risk, Vol 12, Iss 1, Pp 3205-3223 (2021)
institution DOAJ
collection DOAJ
language EN
topic blasting excavation
tbm excavation
pre-blasting
combined method
excavation efficiency
Environmental technology. Sanitary engineering
TD1-1066
Environmental sciences
GE1-350
Risk in industry. Risk management
HD61
spellingShingle blasting excavation
tbm excavation
pre-blasting
combined method
excavation efficiency
Environmental technology. Sanitary engineering
TD1-1066
Environmental sciences
GE1-350
Risk in industry. Risk management
HD61
Ke Man
Xiaoli Liu
Zhifei Song
A new excavation technology of blasting combined with TBM
description The technical feasibility of drilling and blasting or TBM excavation method is the key to determine the underground engineering. In view of the high strength, high abrasiveness and good integrity of hard rock in site, and considering the damage of surrounding rock must be controlled within a reasonable range, the blasting combined with TBM method has been proposed here. While the combined method has been further carried out in Water Supply Project in Jilin to assess and evaluate it, which including single-hole blasting, five-hole blasting, eleven-hole blasting and blasting combined with TBM tests. It is found that some certain blasting tests is useful and essential to the combined method, as it can provide the blasting parameters designed for the combined method. The blasting of multi-hole simultaneous initiation with interval charge structure should be adopted strictly. Meantime, one roll of explosive in each blasting hole can produce obvious blasting phenomenon. Simultaneously, by means of vibration monitoring, borehole TV observation and sound wave measurement, it can be judged that the damaged degree is rather small. After pre-blasting, the average speed of TBM driving is 17.41 mm/min, increased by 42.3% than that of the previous cycle. It shows that the new method not only achieves a relative efficient excavation, but also rock damage has been controlled. Moreover, the shortcomings of low speed and high tool wear of TBM excavation in hard rock could be avoided and the excavation efficiency could be improved using the combined method. Therefore, it seems to be a practical technology, which can play full advantages of each existed method, while can avoid the defects of themselves. However, this new excavation technology needs further confirmation through more engineering verification. The results obtained in this paper have guiding significance and promising application in the underground excavation and other civil engineering.
format article
author Ke Man
Xiaoli Liu
Zhifei Song
author_facet Ke Man
Xiaoli Liu
Zhifei Song
author_sort Ke Man
title A new excavation technology of blasting combined with TBM
title_short A new excavation technology of blasting combined with TBM
title_full A new excavation technology of blasting combined with TBM
title_fullStr A new excavation technology of blasting combined with TBM
title_full_unstemmed A new excavation technology of blasting combined with TBM
title_sort new excavation technology of blasting combined with tbm
publisher Taylor & Francis Group
publishDate 2021
url https://doaj.org/article/31010f987f9346fa8b5f67e1ded33175
work_keys_str_mv AT keman anewexcavationtechnologyofblastingcombinedwithtbm
AT xiaoliliu anewexcavationtechnologyofblastingcombinedwithtbm
AT zhifeisong anewexcavationtechnologyofblastingcombinedwithtbm
AT keman newexcavationtechnologyofblastingcombinedwithtbm
AT xiaoliliu newexcavationtechnologyofblastingcombinedwithtbm
AT zhifeisong newexcavationtechnologyofblastingcombinedwithtbm
_version_ 1718409457696768000