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Oral presentation

In-tunnel spraying test of the low alkaline super shotcrete, 1; General

Kumasaka, Hiroo*; Kobayashi, Shinji*; Kosuga, Keiichi*; Okuyama, Yasuji*; Kusano, Takashi*; Kurita, Kazuaki*; Yamawaki, Hiroyuki; Sato, Toshinori

no journal, , 

Shotcreting is currently underway in the south research access tunnel 500 m underground at Mizunami Underground Research Laboratory. The use of the low alkaline super shotcrete spraying method, which makes it possible to obtain high strength and high stiffness quickly after spraying while minimizing an environmental impact, is being considered as a means of stabilizing an excavated rock surface whose condition is rapidly deteriorating. For the purpose of evaluating the applicability of the method to the shotcreting work currently in progress, a verification field test was conducted. This paper briefly reports on the test.

Oral presentation

In-tunnel spraying test of the low-alkaline super shotcrete, 2; Mixing test to choose concrete mix proportion

Iwasaki, Masahiro*; Murokawa, Takamitsu*; Kobayashi, Shinji*; Ishii, Takashi*; Kusano, Takashi*; Kurita, Kazuaki*; Yamawaki, Hiroyuki; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

In-tunnel spraying test of low-alkali quick setting shotcrete, 3; Shotcreting test, support performance verification test

Nakaya, Atsushi*; Tada, Hiroyuki*; Okuyama, Yasuji*; Iwasaki, Masahiro*; Kusano, Takashi*; Kubo, Yohei*; Yamawaki, Hiroyuki; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

In-tunnel spraying test of the low-alkaline super shotcrete, 4; In-tunnel constructibility verification test

Murokawa, Takamitsu*; Ito, Kazuyuki*; Yahagi, Ryoji*; Kumasaka, Hiroo*; Eguchi, Keita*; Ukai, Takaki*; Yamawaki, Hiroyuki; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

A Study of shaft sinking against fault at great depth in soft sedimentary rock

Inagaki, Daisuke; Tsusaka, Kimikazu; Aoyagi, Kazuhei; Hagihara, Takeshi*; Nago, Makito*; Minamide, Masashi*; Ijiri, Yuji*

no journal, , 

no abstracts in English

Oral presentation

Grouting technology applied at 500 m depth of the Mizunami Underground Research laboratory, 1; Grouting design based on pre-boring investigation

Kobayashi, Shinji*; Tsuji, Masakuni*; Kusano, Takashi*; Ukai, Takaki*; Mikake, Shinichiro; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

Grouting technology applied at 500 m depth of the Mizunami Underground Research laboratory, 2; Grouting results and efficacy evaluation

Tsuji, Masakuni*; Kobayashi, Shinji*; Kusano, Takashi*; Eguchi, Keita*; Mikake, Shinichiro; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

Study on characterization of mass transportation using discrete fracture network model, 2; Model development taking into account consistency among geological and hydrogeological parameters

Masumoto, Kazuhiko*; Atsumi, Hiroyuki*; Iwano, Keita*; Nakajima, Makoto*; Seno, Shoji*; Kawabata, Junichi*; Saegusa, Hiromitsu; Onoe, Hironori; Sawada, Atsushi

no journal, , 

no abstracts in English

Oral presentation

Study on characterization of mass transportation using discrete fracture network model, 3; Parameter sensitivity checking using particle tracking analysis

Iwano, Keita*; Atsumi, Hiroyuki*; Nakajima, Makoto*; Masumoto, Kazuhiko*; Seno, Shoji*; Kawabata, Junichi*; Onoe, Hironori; Saegusa, Hiromitsu; Sawada, Atsushi

no journal, , 

no abstracts in English

Oral presentation

Study on characterization of mass transportation using discrete fracture network model, 1; Over view

Yamashita, Riyo; Onoe, Hironori; Saegusa, Hiromitsu; Ishibashi, Masayuki; Takeuchi, Ryuji; Sasao, Eiji; Hama, Katsuhiro

no journal, , 

no abstracts in English

Oral presentation

Long-term EDZ (excavated damage zone) monitoring plan using multi optical measurement probe in the Horonobe Underground Research Laboratory

Hata, Koji*; Niunoya, Sumio*; Tsusaka, Kimikazu; Aoyagi, Kazuhei

no journal, , 

no abstracts in English

Oral presentation

Study on characterization of mass transportation using discrete fracture network model, 5; Model uncertainties due to difference of investigation method

Hosoya, Shinichi*; Suzuki, Kazushige*; Ishibashi, Masayuki; Sasao, Eiji; Atsumi, Hiroyuki*; Masumoto, Kazuhiko*

no journal, , 

no abstracts in English

Oral presentation

Study on characterization of mass transportation using discrete fracture network model, 4; Amount of data from borehole investigations for model development

Atsumi, Hiroyuki*; Nakajima, Makoto*; Iwano, Keita*; Masumoto, Kazuhiko*; Seno, Shoji*; Kawabata, Junichi*; Ishibashi, Masayuki; Sasao, Eiji; Hosoya, Shinichi*

no journal, , 

no abstracts in English

Oral presentation

Development of measurement system for rock mass displacement using optical fiber

Uyama, Masao*; Hata, Koji*; Sanada, Hiroyuki; Sato, Toshinori

no journal, , 

no abstracts in English

Oral presentation

Evalution of settlement at the upstream of the Mill Tailings Pond, Ningyo-toge Uranium Mine

Sasaki, Yosuke*; Takayama, Yusuke*; Ikuta, Yuki*; Iizuka, Atsushi*; Kawai, Katsuyuki*; Sakao, Ryota; Taki, Tomihiro

no journal, , 

As part of environmental remediation of Ningyo-toge Uranium Mine, multi-layered capping is constructed to reduce rainwater infiltration at the upstream of the Mill Tailings Pond. Settlement is expected due to consolidation characteristics of mill tailings and clayish sediments which exist below capping. Numerical simulation is carried out to expect the settlement amount during and after the capping construction. Settlement amount has been measured periodically, and the simulation result and measurement data are compared to evaluate the simulation method.

Oral presentation

In-situ moisture monitoring methods for the sedimentary rocks as affected by groundwater salinity

Komatsu, Mitsuru*; Kishi, Atsuyasu; Tsukuda, Akie*

no journal, , 

In this study, with the goal of applicability an in-situ measurement technique for monitoring generation and extension of the unsaturated zone around a drift, a set of water content measurement was carried out for the core samples collected during the excavation of pilot survey drift in a sedimentary rock formation. For the drill core collected under brine environment the Horonobe deep underground laboratory, FDR-V method was applied. FDR-V measures complex permittivity from reflection characteristic in the coaxial cable tip using an electromagnetic wave with high frequency. The results showed that the effects of the salinity on the measurement were insignificant.

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