Zobrazeno 1 - 10
of 18
pro vyhledávání: '"David Saiang"'
Publikováno v:
Rock Mechanics and Rock Engineering. 54:501-511
In tunneling, rock mass grouting is a method applied to reduce water ingress. Grouting is influenced by rock mass conditions, especially apertures, frequency, and continuation of fracturing. These rock mass conditions can partly be determined by rock
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::473e9db749880b6a8083a8a493fc74f1
https://doi.org/10.1007/s00603-020-02279-w
https://doi.org/10.1007/s00603-020-02279-w
Autor:
Tristan Jones, David Saiang
The LKAB’s Malmberget mine in Sweden is one of the largest sublevel caving mines in the world, with an annual production rate averaging 18 million tons. This high rate of production at depth (>1,000 m) creates significant mining-induced stress redi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad4d315dbf46610a96b7469795b3ab31
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93520
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93520
Autor:
Matti Sormunen, David Saiang
Two of LKAB’s Svappavaara area open pit operations, Gruvberget and Leveäniemi, nestled between Kiruna and Malmberget SLC mines, have been initially considered for transition to underground mining using SLC or block caving methods. However, any und
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1fdb0734fe39024966fa070394a18584
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93516
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93516
Autor:
David Saiang, Tristan Jones
LKAB’s Malmberget mine is not only one of the largest SLC mines in the world, but it is also one of the most complex, where between 10 and 15 orebodies are mined simultaneously. The subvertical orebodies are generally stacked, where one orebody is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::918138d76ea354cc11327937431e66d6
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93522
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93522
Autor:
Tristan Jones, David Saiang
Building on the empirical research completed in the footwall contact zone of LKAB’s Malmberget mine, a method has been developed for predicting damage in the crosscut entries of the mine layout. Threedimensional stress measurements combined with an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e957f96bd0066d14570c9eea35659718
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93518
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93518
In tunnelling, rock mass support is designed based on the observed rock mass conditions. These conditions are determined by rock mass characterization. Measurement while drilling (MWD), one such characterization method, acquires drill parameter data
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3610a7cb6f4b5258bbb3795a04afa1fc
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80575
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80575
A tunnelling project is normally initiated with a site investigation to determine the in situ rock mass conditions and to generate the basis for the tunnel design and rock support. However, since site investigations often are based on limited informa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f3f5dd0dbc26f7a834fb2a66efac468
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-76382
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-76382
Publikováno v:
E3S Web of Conferences
E3S Web of Conferences, Vol 105, p 01012 (2019)
E3S Web of Conferences, Vol 105, p 01012 (2019)
In order to reduce the risk of induced seismicity related to underground mining, a number of preventive actions are applied in the form of passive and active prevention methods. The former are mainly of an organisational nature and their effectivenes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8d3c8626fb16949c4e9dc0d1f4926ef7
Publikováno v:
Rock Mechanics and Rock Engineering. 49:943-960
Over the last 30 years the Kiirunavaara mine has experienced a slow but progressive fracturing and movement in the footwall rock mass which is directly related to the sublevel caving (SLC) method u ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7f409b085401d482438a7066f2ea9be5
https://doi.org/10.1007/s00603-015-0750-x
https://doi.org/10.1007/s00603-015-0750-x
Autor:
Hakan Basarir, David Saiang
Publikováno v:
International Journal of Mining, Reclamation and Environment. 27:312-328
To assess the stability of slopes, mining and geotechnical engineers frequently use empirical rock mass classification and characterisation systems. These methods are practical and often very useful in the preliminary design stage. Slope mass rating
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::093a3da10619ce26b4173ec96088c673
https://doi.org/10.1080/17480930.2012.702000
https://doi.org/10.1080/17480930.2012.702000