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Present Post:
Professor, Geotechnical
Engineering Division
Department of Civil Engineering
Aichi Institute of Technology
ADDRESS: 1247, Yachigusa,
Yagusa-cho, Toyota-shi, Aichi, Japan, 470-0392
TEL:
+81-565-48-8121(ext.2511),
FAX: +81-565-48-3749
Academic Background:
B.Sc., Aichi Institute of
Technology, Dept. of Civil Eng. (1971)
Dr.Eng., Tokyo Institute of Technology(1990)
Business Experience:
Assistant, Aichi Institute
of Technology, Department of Civil Engineering,
Faculty of Engineering(1971)
Lecturer, ditto,(1979)
Associate Professor, ditto,(1991)
Professor, ditto,(1999)
Member Societies:
The Japan Society of Civil Engineers
The Japanese Geotechnical Engineers
The Japan Society of Dam Engineers
Research
Interests:
Earthquake
Engineering and Soil Dynamics
Centrifuge
Modelling of Geotechnical Problems
Behavior
of Compacted Soils
1.
Y.Ohne, K.Narita,
T.Okumura and Y.Nakamura(2004): Hydraulic Fracturing of a Rock-fill Dam during
the 1995 Hyogoken-Nambu Earthquake, 4th Int. Conf. On Dam
Engineering, pp.683-692
2.
Y.Nakamura, T.Okumura,
K.Narita and Y.Ohne(2004): Improvement of Impervious Asphalt Mixture for High
Ductility against Earthquake Excitation. 4th Int. Conf. On Dam
Engineering, pp647-656
3.
K.Narita,T.Okumura,K.Kimura
and Y.Ohne(2004): Centrifuge Tests on Seepage Behavior in Embankment Dam during
Rapid Draw-down, 4th Int. Conf. On Dam Engineering, pp.657-665.
4.
Y.Ohne,K.Narita,T.Okumura
and Y.Nakamura(2002): Earthquake Damage and its Remedial Measure for Earth Dam
with an Asphalt Facing, 3rd U.S.-Japan Workshop on Advanced Research
on Earthquake Engineering for Dams.
5.
K.Kimura,T.Okumura,K.Narita
and Y.Ohne(2001): Centrifuge Tests on Moisture and Permeability in Sand,
International Conf. On Management of the Land and Water Resource, pp.57-61.
6.
K.Kimura,T.Okumura,K.Narita
and Y.Ohne(2000): Behavior of seepage Flow in Embankments Developed by Rainfall,
GeoEng2000.
7.
G.C.Lee,Y.Nakamura,K.Narita,T.Okumura
and Y.Ohne(1999): Long Term Stability of Soft Sedimentary Rock Slopes, Proc.of
the 11th Asian Regional Conference on Soil Mec. And Geotech. Eng,
pp.391-394.
8.
T.Okumura,K.Narita
and Y.Ohne(1998): Failures of Earth Dam due to Flooding,Proc. Of the
International Conf. Centrifuge98,pp.633-636.
9.
K.Narita,T.Okumura,Y.Ohne
and N.Kousige(1997): Centrifuge Model Tests on Hydraulic Fracturing of Earth
and Rockfill Dams,IACMAG,pp.2291-2294.
10.
Y.Ohne,K.Narita
and T.Okumura(1996): Evaluation of Seismic Slope Stability of Earth and
Rockfill Dams,ICOLD,pp.395-403.
11.
Y.Murase,T.Okumura,K.Narita
and Y.Ohne(1995): Study on Hydraulic Fracturing of Core-type Rockfill Dams,
Int. Conf. On Dam Engineeringf95, pp.363-371.
12.
E.Kho,
T.Okumura and F.H.Lee(1994): Side Friction Effects in Centrifuge Model
Tests,Centrifuge94,pp.116-120.
13.
Y.Ohne,K.Narita,T.Okumura
and T.Ohmachi(1991): Seismic Stability of Cemented Sand Foundations of
Embankment Dams,ICOLD,pp.235-239.
14.
T.Okumura,K.Narita,Y.Ohne
and T.Ohmachi(1990): Relation between Static Undrained Shear Strength and
Dynamic Shear Modulus of Compacted Soils,Proc of The 8th Japan
Earthquake Engineering Symposium,pp.745-750.
15.
T.Okumura,K.Narita
and Y.Ohne(1989): Undrained Cyclic Shear Strength of Artificially Cemented
Sands,Soils and Foundations,Vol29,No.2,pp.169-180.
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