･Centrifuge 98,Vol.1 and2 Ｔ. Kimura, O. Kusakabe and J. Takemura (Editors), Balkema (1998 &2000)
･Prediction and actual performance of excavation with retaining structure (co-author) apanese Geotechnical Society（1999）
・J. Takemura, T. Kimura and S. F. Wong: Undrained Stability of
Two-dimensional Unlined Tunnels Soft Soil. Journal of Geotechnical Engineering, JSCE. Vol.418/III-13,
pp.267-278 (1990).
・M. Okamura, J. Takemura and T. Kimura: A study on Bearing Capacities
of Shallow Footings on Sand. Journal of Geotechnical Engineering, JSCE.,
Vol.463/III-22, pp.85-94 (1993 in Japanese).
・N.Suemasa, J. Takemura, A. Hirooka and T. Kimura: A Study on cone
Penetration Resistance in Cohesive Soils by Calibration Chamber Test. Journal of
Geotechnical Engineering, JSCE., Vol.493/III-27, pp.79-88 (1994 in
Japanese)
・Y. Watabe, J. Takemura and T. Kimura: Centrifuge Model Tests on
Interaction between Soft Clay and Piled Bridge Abutments Subjected to Backfill
Loading. Journal of Geotechnical Engineering, JSCE., Vol.523/III-32, pp.111-123
(1995 in Japanese).
・Y. Watabe, J. Takemura and T. Kimura: Stabilities of Piled Bridge
Abutments Subjected to Backfill Loading. Journal of Geotechnical Engineering,
JSCE., Vol.529/III-33, pp.177-189 (1995 in Japanese).
・M.Okamura, J.Takemura and
T.Kimura: Centrifuge Model Tests on Beariong Capacity and Deformation of Sand
Layer Overlying Clay. Soils and Foundations, Vol.37, No.1, pp.73-88
(1997).
・Y. Watabe, J. Takemura and T. Kimura: Long Term Behavior of Piled
Bridge Abutments in Soft Clay Subjected to Backfill Loading. Journal of
Geotechnical Engineering, JSCE,No.568/III-39, pp.227-240 (1997 in
Japanese).
・M.Okamura, J.Takemura and
T.Kimura: Beariong Capacity Predictions of Sand Layer Overlying Clay Based on
Limit Equilibrium Methods. Soils and Foundations, Vol.38, No.1, pp.181-194
(1998).
・H. Nakajima, A. Hirooka, J.
Takemura and M.A. Marino: Cetrifuge modeling of one dimensinal subsurface
contamination. Journal of the Americak Water Resources Association, Vol.34,
No.6, pp.1415-1425 (1998).
・J. Takemura, M. Kondoh, E. Esaki,
M. Douda and O. Kusakabe: Centrifuge Model tests on Double propped wall
excavation in soft clay. Vo.39, No.3, pp.75-87 (1999).
・W. Sae-Tia, M. Kosa, O. Kusakabe
and J. Takemura: Observed Behavior of Reinforcement effect on Woven Sheet for
Embankment on Soft Clay in Centrifuge.Journal of
Geotechnical Engineering, JSCE, No.631/III-48, pp.221-234 (1999 in
Japanese).
・M. Koda, J. Takemura and O.
Kusakabe: Direct Measurement of p-y Curves of Single Pile in sandy Ground Using
Centrifuge Model Test.Journal of Geotechnical
Engineering, JSCE, No.631/III-48, pp.355-369 (1999 in
Japanese).
・J.Takemura, H. Komine, T. Yamabe
and S. Ohtsuka: A Review of the Chronological History of Soils and Foundations
from 1960 to 1998. Soils and Foundations, Vol.39, No.5,
pp.7-12(1999).
・A. Takahashi, J. Takemura and Y.
Kawaguchi: Centrifuge Model Tests on Dynamic Behavior of Piled Pier Subjected to
Liquefaction-induced Flow during Earthquake.Journal of
Geotechnical Engineering, JSCE, No.638/III-49, pp.131-142 (1999 in
Japanese).
・M. Koda, J. Takemura and O.
Kusakabe: Modeling and Evaluation of p-y Curves of Single Pile in sand.Journal of Geotechnical Engineering, JSCE, No.645/III-50, pp.191-207 (2000 in
Japanese).
・M. Koda, J. Takemura and O. Kusakabe: Experimental study on deformation
of soft clay improved by low replacemetn ratio SCP under backfilled caisson
loading., Soils and Foundations, Soils and Foundations, Vol.50, No.5, pp.19-35(2000 ).
・M. Koda, M. Okamoto, J. Takemura, O. Kusakabe and Yusuke Honjo: Centrifugal Modeling of Laterally Loaded Single Pile in Sand. Journal of Geotechnical Engineering, JSCE, No.680/III-55, pp.155-167 (2001 in Japanese).
･A.Takahashi, J.Takemura & O. Kusakabe: Development and performance
of an active type shear box in a centrifuge. Intn.J.Physical Modelling
in Geotechnics, Vol.1.No.2, pp.1-17.(2001)
･M.R.A.Khan,J.Takemura,H. Fukushima, O.Kusakabe: Behavior of double sheet pile wall cofferdam on sand observed in centrifuge tests, ＩＪＰＭＧ,Vol.1.No.4pp.1-16 (2001)
･A.Ｅｌ Nahas & J. Takemura: Stability of vertical excavations in soft clay with self-supported DMM
walls, Soils & Foundation, Vo.42, No.1. pp.53-69 (2002)
・H. Sako, , J. Takemura, K. Mimura, N. Ohkawa, S. Umemoto, K. Yamaoka & Y. Ohno:: Prediction on behavior of braced wall excavation with floating type eaerth retaing wall in soft ground. Journal of Geotechnical Engineering, JSCE, No.700/VI-54, pp.45-64 (2002 in Japanese).
・K. Ozawa, J. Takemura & O. Kusakabe: Measurements of diffusion coefficients of clay with column tracer tests. Journal of Geotechnical Engineering, JSCE, No.708/III-59, pp.79-96 (2002 in Japanese).
・M. Okamura, A. Mihara, J. Takemura & J. Kuwano: Effects of footing
size and aspect ratio on the bearing capacity of sand subjected to eccentric
loading,
・T.Kimura,J.Takemura, N.Suemasa
and A.Hirooka: Failure of Fills due to Rain Fall. Proc. Int. Conf. on Centrifuge
1991, Cororado, pp.449-456 (1991).
・J.Takemura, T.Kimura, A.Hirooka
and M.Okamura: Dynamic Stability of a Bridge Abutment in a High Embankment.
Proc. Int. Conf. on Centrifuge 1991, Colorado, pp.509-516 (1991).
・J.Takemura, Y.Watabe, N.Suemasa,
A.Hirooka and T.kimura: Stability of Soft Clay Improved with Sand Compaction
Piles. Proc. 9th Asian Regional Conference on SMFE Vol.1 pp.543-546 (1991).
・J.Takemura, M.Okamura, N.Suemasa
and T.Kimura: Bearing Capacity and
Deformations of Sand Reinfored with Geogrids. Procs. Int. Symp. on Earth
Reinforcement Practice, Fukuoka, Vol.1 pp.695-700 (1992).
・T. Kimura, J. Takemura, A.
Hirooka, N. Suemasa and M. Kouda: Stability of Unsupported and Supported
Vertical Cuts in Soft Clay. Procs. 11th Southeast Asian Geotechnical
Conference, Vol.1, pp.61-70(1993).
・T.Kimura, J.Takemura and
Y.Watabe: Stability of Piled Bridge Abutments on Soft Clay Deposits. Proc. 13th
Int. Conf. on SMFE, New Delhi, Vol.2,
pp.721-724 (1994).
・T.Kimura, J.Takemura, A.Hirooka
and M.Okamura: Mechanical Behaviour of Intermediate Soils. Procs. Int. Conf.
Centrifuge 94, Singapore, pp.13-24 (1994).
・F. Okumura, S. Mokutani, M.
Okamura, J. Takemura and T. Kimura: Effects of repeated stress on toe resistance
of cast in place concrete piles. Proc. Int. Conf. Centrifuge94 pp.425-430
(1994).
・J.Takemura, T.Kimura, A.Hirooka
and H.Muraishi: Failure of embankment due to seepage flows and its countermeasure. Proc. Int. Conf.
Centrifuge94 pp.575-580 (1994).
・T. Kimura, J. Takemura, A.
Hirooka, M. Okamura and J.B. Park: Excavation in soft clay using an in-flight
excavator: Proc. Int. Conf. Centrifuge94 pp.649-654
(1994).
・A. Onoue, H. Kazama, H. Hotta, T.
Kimura and J. Takemura: Behavior of stacked-drift-type tunnels. Proc. Int. Conf.
Centrifuge94 pp.687-692 (1994).
・J.Takemura,M.Okamura, A.Hirooka, T.Kimura and M.Kawasaki: Consolidation behaviour of soft clay overlain by sand under circular loading. Proc. Int Symp.on Compression and Consolidation of Clayey Soils, Hiroshima, pp.205-210 (1995).
・T.Kimura, J.Takemura, A.Hirooka
and H.Muraishi: Stability of Embankment Reinforced with Vertical Piles Against
Seepage Flow. Proc. 10th Asian Regional Conf. on SMFE,
pp.317-320 (1995).
・A. Hiro-oka, M. Okamura, J.
Takemura and T. Kimura: Dynamic behavior of compacted sand surrounded by
liquefied loose sands. Proc. 1stInt. Conf. on
Earthquake Geotechnical Engineering, Tokyo, Vol. 2, pp.681-686
(1995).
・T. Kimura, M. Okamura and J.
Takemura: Bearing capacities and deformations of a sand layer underlain by soft
clay. Proc. 11th African Regional Conf. on SMFE,
pp.151-168 (1995).
・A.Hirooka, J.Takemura,M.Okamura
A. Takahashi and T.Kimura: Stability of Shallow Excavation in Soft Clay Improved
with Lime Columns, Embedded in Clay. Procs. of the 12th Southeast Asian Geotechnical
Conf. Vol.1, pp.327-332 (1996).
・G.X. Wang, J. Takemura and J. Kuwano: Evaluation of excess pore water pressure of intermediate soils due to cyclic loading by energy method. Proc. 9th Int. Conf. of the Int. Association for Computer Method and Advances in Geomechanics, Wuhan, Vo.3, pp. 2215-2220 (1997).
・J. Pu, J. Zhang, Q. Yu, Y. Yu, J. Liang, R.D. Wang and J. Takemura: Stress and movement analysis for concrete cutoff wall and a core high rockfill-earth dam. Proc. 9th Int. Conf. of the Int. Association for Computer Method and Advances in Geomechanics, Wuhan, Vo.3, pp. 1777-1782 (1997).
・J. Takemura, A. Takahashi, O. Kusakabe & T. Kimura : Centrifuge model tests on a dynamic stability of piled pier in front of gravity type caisson wall; Proc. of The Second Japan-UK Workshops on Implications of Recent Earthquakes on Seismic Risk, pp.111-120 (1998).
・A. Takahashi, J. Takemura, Y. Kawaguchi, O. Kusakabe & N. Kawabata: Stability of piled subjected to lateral flow of soils during earthquake; Proc. of Int. Conference Centrifuge 98, Vol.1, pp.365-370 (1998).
・M. Okamura, F. Sahara, J. Takemura & O. Kusakabe: Load-settlement behavior of shallow footings on compressible sand deposits; Proc. of Int. Conference Centrifuge 98, Vol.1, pp.435-440 (1998).
・M. Kouda, M. Okamoto, J. Takemura & O. Kusakabe: Direct measurement of p-y relationships of piles in sand; Proc. of Int. Conference Centrifuge 98 , Vol.1, pp.551-556 (1998).
・M.Z. Rahman, J. Takemura, M. Kouda & K. Yasumoto: Stability and deformation of soft clay improved with low replacement ratios; Procs. 13th Southeast Asian Geotechnical Conf., Vol.1, pp. 393-398 (1998).
・J. Takemura & T. Esaki: Deformation and Stability of Braced Wall Excavation in Soft Clay; Proc. the 6th Intn. Sympo. environmental Issues and Alternatives for 21C, Kyungpook Korea, pp.19-40 (1999).
・A. El Nahas and J. Takemura: Stability of soft clay improved by sand compaction pile with low replacement ratios. Procs. Intn. Sympo. on Geotechnical Aspects of Underground Construction in Soft Ground, Vol.1, (1999).
・A. Takahashi, J. Takemura, Y. Kawaguchi, O. Kusakabe and T. Kimura: Dynamic behaviour of piled pier located in front of gravity type caisson wall during earthquake. Proc 11th Asian Regional Conf on SMGE, Vol.1, pp.495-498 (1999).
・A. Takahashi, J. Takemura and J. Izawa: Dynamic behavior of vertical geogrid-reinforced soil during earthquake. Proc. Intn. Sympo. on Slope stability Engineering, Vol.2, pp.991-996, Balkema (1999).