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JAEA Reports

JAEA Reports

Studies of long term alterlation of volcanic glass and bentonite

Futakuchi, Katsuhito*; Sakuramoto, Yuji*; *; *; *

PNC TJ1308 97-001, 295 Pages, 1997/02

PNC-TJ1308-97-001.pdf:38.31MB

None

JAEA Reports

None

Futakuchi, Katsuhito*; Sakuramoto, Yuji*

PNC TJ1308 96-001, 83 Pages, 1996/03

PNC-TJ1308-96-001.pdf:3.28MB

None

JAEA Reports

None

PNC TJ1626 95-001, 92 Pages, 1995/04

PNC-TJ1626-95-001.pdf:3.04MB

None

JAEA Reports

None

PNC TJ1308 95-001, 73 Pages, 1995/02

PNC-TJ1308-95-001.pdf:2.81MB

None

JAEA Reports

None

PNC TJ1626 94-001, 128 Pages, 1994/04

PNC-TJ1626-94-001.pdf:2.75MB

None

JAEA Reports

None

Futakuchi, Katsuhito*; Sakuramoto, Yuji*

PNC TJ1308 94-002, 105 Pages, 1994/02

PNC-TJ1308-94-002.pdf:3.63MB

None

JAEA Reports

Study on long-term alteration behavior of concrete (5)

Iriya, Keishiro*; Fujiwara, Yasushi*; Motohashi, Kenichi*; Nakanishi, Masatoshi*

PNC TJ1449 93-001, 341 Pages, 1993/03

PNC-TJ1449-93-001.pdf:16.68MB

None

JAEA Reports

None

Kajima Corporation*; Obayashi Corporation*; Shimizu Corporation*; Taisei Corporation*

PNC TJ1449 92-005, 351 Pages, 1992/02

PNC-TJ1449-92-005.pdf:16.66MB

None

JAEA Reports

None

Arai, Takashi*

PNC TN8410 90-004, 56 Pages, 1990/01

PNC-TN8410-90-004.pdf:2.44MB

None

JAEA Reports

Current status of technology for hydrogeological investigation, 1; Geophysical logging

Ogata, Nobuhisa*

PNC TN7410 90-005, 35 Pages, 1990/01

PNC-TN7410-90-005.pdf:1.22MB

In order to establish a hydrogeological model for a rock mass, data is reguired on its hydrogeological properties. A development for geophysical logging technique which is considered to be available for obtaining data on physical properties of rock mass is being carried out aiming at examination of its applicability to a hydrogeological evaluation of the rock mass with a assumption of correspondances between the hydrogeological and the physical properties of the rock mass. In the development of the technique, a borehole was drilled in a granitie rock, followed by measurements of physical parameters by geophysical loggings and laboratory tests on the drill cores and loggings. A consideration is being made on the relationship between the physical properties and the features of fractures and alterations which were obtained by the above methods. The results are as follows : (1)While electric and sonic loggings are found to be available for identification of fracture and alteration zones, micro-resistivity logging is for single fractures. (2)Density-neutron loggings may be useful for detection of fractures with water potentially. (3)The high porosity ($$phi_{L}$$) zones resulted from density-neutron loggings tend} to correspond to fracture zones with alteration. (4)The high porosity ($$phi_{SL}$$) zones resulted from sonic logging are likely to correspond to those with high fracture densities regardless of alteration. (5)Division into three rock segments with depth based on the core logging was proved to be compatible with the results of the geophysical logging. Specifically, the features of fracture and alteration correlate with rock classfication and proposity difference (|$$phi_{SL}$$ - $$phi_{SL}$$|) in each segment.

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