{"id":228,"date":"2017-01-04T14:08:51","date_gmt":"2017-01-04T19:08:51","guid":{"rendered":"https:\/\/a2gc.ca\/en\/?page_id=228"},"modified":"2024-09-23T16:15:43","modified_gmt":"2024-09-23T20:15:43","slug":"services","status":"publish","type":"page","link":"https:\/\/www.a2gc.ca\/en\/services\/","title":{"rendered":"Services"},"content":{"rendered":"[vc_row fullwidth=&#8221;true&#8221; css=&#8221;.vc_custom_1641497668401{padding-top: 0px !important;padding-bottom: 0px !important;background-image: url(https:\/\/a2gc.ca\/wp-content\/uploads\/Photo_05-opt.jpg?id=71) !important;background-position: center !important;background-repeat: no-repeat !important;background-size: cover !important;}&#8221; el_class=&#8221;bjm-top-block&#8221;][vc_column width=&#8221;3\/12&#8243;][\/vc_column][vc_column width=&#8221;9\/12&#8243;][vc_row_inner animation=&#8221;right-to-left&#8221;][vc_column_inner width=&#8221;1\/4&#8243;][\/vc_column_inner][vc_column_inner el_class=&#8221;bjm-dark-col&#8221; width=&#8221;1\/4&#8243;][mk_padding_divider size=&#8221;45&#8243;][mk_padding_divider size=&#8221;45&#8243;][mk_image src=&#8221;https:\/\/a2gc.ca\/wp-content\/uploads\/service-en-opt.jpg&#8221; image_size=&#8221;full&#8221;][\/vc_column_inner][vc_column_inner el_class=&#8221;bjm-dark-col&#8221; width=&#8221;1\/2&#8243;][mk_padding_divider size=&#8221;45&#8243;][vc_column_text]<img decoding=\"async\" class=\"bjm-image\" src=\"https:\/\/a2gc.ca\/wp-content\/uploads\/A2GC-Logo_Black-trans-opt.png\" alt=\"A2GC\" \/><\/p>\n<h1 style=\"text-align: left; color: #ffffff;\">A Solution to Each Problem<\/h1>\n[\/vc_column_text][vc_column_text]\n<h2><span style=\"color: #ffffff;\">Engineering studies<\/span><\/h2>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Conceptual, scoping, pre-feasibility and feasibility-level geomechanical studies<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Geomechanical mine design for various mining methods<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Geomechanical data review and consolidation, and gap analysis<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Geomechanical site characterisation<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Empirical, analytical and numerical stability analyses of open pit and quarry walls<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Empirical, analytical and numerical stability analyses of underground excavations and pillars<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Advanced numerical analyses of a wide range of problems with inelastic formulations<\/span><\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Elaboration and management of geomechanical risk profiles<\/span><\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Assessment and mitigation of geomechanical risk<\/span><\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Design of large underground excavations<\/span><\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Ground support design for static and dynamic conditions<\/span><\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"color: #ffffff;\"><span style=\"font-weight: 400;\">Drilling and blasting engineering, including design and implementation of:<\/span><\/span>\n<ul>\n<li><span style=\"color: #ffffff;\">Horizontal and vertical development blasts<\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Shaft-sinking blasts<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Production blasts (on surface and underground)<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Presplit and post-trim blasts<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Smooth and cushion blasts<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Trench blasts<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Mass-blasts<\/span><\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Large-scale choked destress blasts<\/span> <\/span><\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Targeted blasts for narrow ore zones in open pit miness<\/span> <\/span><\/li>\n<\/ul>\n<\/li>\n<li><span style=\"color: #ffffff;\"><span style=\"color: #ffffff;\">Elaboration of anisotropic site-specific blast-induced vibration attenuation curves in various materials (rock, soil, backfill)<\/span> <\/span><\/li>\n<\/ul>\n<h2><span style=\"color: #ffffff;\">Technical support<\/span><\/h2>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Mining in high stress and failing ground conditions<\/span>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"2\"><span style=\"font-weight: 400; color: #ffffff;\">Mining in strong bursting ground<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"2\"><span style=\"font-weight: 400; color: #ffffff;\">Mining in weak squeezing ground<\/span><\/li>\n<\/ul>\n<\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Mining in failed ground<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Instrumentation<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Elaboration of GCMP, SOP, TARP and other documents<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Ground control and drilling-and-blasting practice reviews and audits<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Safety reviews<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Incident investigations<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Ground fall investigations<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Due diligence reviews<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Seismicity and rockburst reviews<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Expert witness (for litigations and Court cases)<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Training courses for engineering and production personnel (customised accordingly)<\/span>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"2\"><span style=\"font-weight: 400; color: #ffffff;\">Geomechanics, ground control, ground support, numerical modelling<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"2\"><span style=\"font-weight: 400; color: #ffffff;\">Blasting engineering<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"2\"><span style=\"font-weight: 400; color: #ffffff;\">Vibration monitoring and analysis<\/span><\/li>\n<\/ul>\n<\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Technical coaching of site staff<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Technical assistance to site personnel<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Close technical support to site staff<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Blast damage control in tunnel surfaces, and pit and stope walls<\/span><\/li>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Blast-induced vibration surveillance and control<\/span><\/li>\n<\/ul>\n<h2><span style=\"color: #ffffff;\">Research and development<\/span><\/h2>\n<ul>\n<li style=\"font-weight: 400;\" aria-level=\"1\"><span style=\"font-weight: 400; color: #ffffff;\">Participation in field trails, steering committees and\/or review boards for geomechanical and blasting-related research and development projects.<\/span><\/li>\n<\/ul>\n[\/vc_column_text][vc_column_text]<strong><span style=\"color: #ffffff;\">Contact us at <a style=\"color: #ffffff;\" href=\"mailto:info@a2gc.ca\">info@a2gc.ca<\/a> for more information<\/span><\/strong>[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"<p>[vc_row fullwidth=&#8221;true&#8221; css=&#8221;.vc_custom_1641497668401{padding-top: 0px !important;padding-bottom: 0px !important;background-image: url(https:\/\/a2gc.ca\/wp-content\/uploads\/Photo_05-opt.jpg?id=71) !important;background-position: center !important;background-repeat: no-repeat !important;background-size: cover !important;}&#8221; el_class=&#8221;bjm-top-block&#8221;][vc_column width=&#8221;3\/12&#8243;][\/vc_column][vc_column width=&#8221;9\/12&#8243;][vc_row_inner animation=&#8221;right-to-left&#8221;][vc_column_inner width=&#8221;1\/4&#8243;][\/vc_column_inner][vc_column_inner el_class=&#8221;bjm-dark-col&#8221; width=&#8221;1\/4&#8243;][mk_padding_divider size=&#8221;45&#8243;][mk_padding_divider size=&#8221;45&#8243;][mk_image src=&#8221;https:\/\/a2gc.ca\/wp-content\/uploads\/service-en-opt.jpg&#8221; image_size=&#8221;full&#8221;][\/vc_column_inner][vc_column_inner el_class=&#8221;bjm-dark-col&#8221; width=&#8221;1\/2&#8243;][mk_padding_divider size=&#8221;45&#8243;][vc_column_text] A Solution to Each Problem [\/vc_column_text][vc_column_text] Engineering studies Conceptual, scoping, pre-feasibility and feasibility-level geomechanical studies Geomechanical mine design for various mining methods Geomechanical data review and [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-228","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Geomechanical services, scoping, feasibility, drilling and blasting.<\/title>\n<meta name=\"description\" content=\"Geomechanical mine design, drilling and blasting engineering, open pits, scoping, pre-feasibility. 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