Technologies on SEM Tunneling in Hazardous Material-Bearing Soft Rock with Small Overburden

Society for Mining, Metallurgy & Exploration
Takeshi Kudo Akira Ishikuro Masamichi Shintaku Futoshi Kusumoto
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
11
File Size:
1909 KB
Publication Date:
Jan 1, 2016

Abstract

"The Bankei-Kitanosawa tunnel that is located in Sapporo, Hokkaido, Japan includes a 450m long section near the arrival point where mudstone which can liquate out natural hazardous materials such as arsenic and selenium exceeding the tolerance stipulated by country as well as weathered mudstone and unconsolidated sedimentary rocks with small overburden and the competence factor less than 1.0 are present. The mucks containing hazardous materials were disposed into the waterproof branch tunnels created from the inside of the main tunnel. The full face early ring closure method was employed to ensure the stability of the tunnel in the low strength rock masses having no stand-up time. As a result, the waterproof tunnels branching off the main tunnel can manage water tightness so as to ensure safety and relief against environmental risks of the hazardous materials. It is also demonstrated that the full face early ring closure method enable construction of the tunnel with a small overburden in the low strength rock masses. INTRODUCTION The Bankei-Kitanosawa tunnel includes a 450m long section near the arrival point where mudstone which can liquate out natural hazardous materials such as arsenic and selenium exceeding the tolerance stipulated by country as well as weathered mudstone and unconsolidated sedimentary rocks with small overburden and the competence factor less than 1.0 are present. In order to overcome the restrictions, the hazardous materials were designed to be disposed into large cross section waterproof tunnels which were newly designed and constructed in high strength and hazardous material free Andesite. The lining for the tunnels was composed of with shotcrete. In addition, full face early ring closure (Sato et al., 2013) was employed to stabilize the tunnel so as to enable safe tunnel excavation in low strength rock masses where a ground arch is deemed unachievable. This paper presents the safe disposal method of mucks which are likely to liquate out natural hazardous materials as well as the full face early ring closure method and its mechanical characteristics."
Citation

APA: Takeshi Kudo Akira Ishikuro Masamichi Shintaku Futoshi Kusumoto  (2016)  Technologies on SEM Tunneling in Hazardous Material-Bearing Soft Rock with Small Overburden

MLA: Takeshi Kudo Akira Ishikuro Masamichi Shintaku Futoshi Kusumoto Technologies on SEM Tunneling in Hazardous Material-Bearing Soft Rock with Small Overburden. Society for Mining, Metallurgy & Exploration, 2016.

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