-
1
-
-
0027788846
-
Project VELACS - Control test results
-
ASCE
-
Arulanandan, K., and Scott, R. F. (1993). "Project VELACS - control test results." J. Geotech. Engrg., ASCE, 119(8), 1276-1292.
-
(1993)
J. Geotech. Engrg.
, vol.119
, Issue.8
, pp. 1276-1292
-
-
Arulanandan, K.1
Scott, R.F.2
-
2
-
-
0003546213
-
-
Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
Bathe, K. J., and Wilson, E. L. (1978). Numerical methods in finite element analyses. Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
(1978)
Numerical Methods in Finite Element Analyses
-
-
Bathe, K.J.1
Wilson, E.L.2
-
3
-
-
0003274801
-
Theory of propagation of elastic waves in a fluid saturated porous solid, Part I: Low frequency range, Part 11: High frequency range
-
Biot, M. A. (1956). "Theory of propagation of elastic waves in a fluid saturated porous solid, Part I: Low frequency range, Part 11: High frequency range." J, Acoustic Soc. of Am., 28, 168-199.
-
(1956)
J, Acoustic Soc. of Am.
, vol.28
, pp. 168-199
-
-
Biot, M.A.1
-
4
-
-
0013315169
-
-
Dept. of Civ. Engrg., University of Glasgow, Glasgow, U.K.
-
Chan, A. H. C. (1989). User manual for DIANA SWANDYNE-II. Dept. of Civ. Engrg., University of Glasgow, Glasgow, U.K.
-
(1989)
User Manual for DIANA SWANDYNE-II
-
-
Chan, A.H.C.1
-
5
-
-
17044424797
-
Dynamic analyses of saturated soils: Comparison of implicit u-p and explicit u-w formulations and the effect of initial conditions
-
New Delhi, India
-
Chan, A. H. C., Fimiyesin, O. O., Madabhushi, S. P. G., and Wood, D. M. (1994). "Dynamic analyses of saturated soils: comparison of implicit u-p and explicit u-w formulations and the effect of initial conditions." Proc., ICSMFE, Vol. XII, New Delhi, India.
-
(1994)
Proc., ICSMFE
, vol.12
-
-
Chan, A.H.C.1
Fimiyesin, O.O.2
Madabhushi, S.P.G.3
Wood, D.M.4
-
6
-
-
0014522864
-
The finite Fourier transform
-
Cooley, J. W., Lewis, P. A. W., and Welch, P. D. (1969). "The finite Fourier transform." IEEE Trans. Audio and Electroacoustics, 17(2), 77-85.
-
(1969)
IEEE Trans. Audio and Electroacoustics
, vol.17
, Issue.2
, pp. 77-85
-
-
Cooley, J.W.1
Lewis, P.A.W.2
Welch, P.D.3
-
7
-
-
11644290622
-
Numerical simulation of initial velocity/ displacement conditions in a dynamic centrifuge test
-
Engrg. Dept. Cambridge University, Cambridge, U.K.
-
Madabhushi, S. P. G. (1991). "Numerical simulation of initial velocity/ displacement conditions in a dynamic centrifuge test." CUED/D-Soils/ TR237, Engrg. Dept. Cambridge University, Cambridge, U.K.
-
(1991)
CUED/D-Soils/ TR237
-
-
Madabhushi, S.P.G.1
-
8
-
-
11644295519
-
Numerical modelling of semi-infinite extent of soil medium in dynamic soil-structure interaction problems
-
Moan et al., eds., A. A. Balkema, Rotterdam, The Netherlands
-
Madabhushi, S. P. G. (1993). "Numerical modelling of semi-infinite extent of soil medium in dynamic soil-structure interaction problems." Proc., EURODYN 93, Moan et al., eds., A. A. Balkema, Rotterdam, The Netherlands.
-
(1993)
Proc., EURODYN 93
-
-
Madabhushi, S.P.G.1
-
9
-
-
0020782263
-
Seismically induced movement of retaining walls
-
ASCE
-
Nadim, F., and Whitman, R. V. (1983). "Seismically induced movement of retaining walls." J. Geotech. Engrg., ASCE, 109(7), 915-931.
-
(1983)
J. Geotech. Engrg.
, vol.109
, Issue.7
, pp. 915-931
-
-
Nadim, F.1
Whitman, R.V.2
-
10
-
-
0011517080
-
A constitutive model for soil under monotonic and cyclic loading
-
G. N. Pande and O. C. Zienkiewicz, eds., John Wiley & Sons, Inc., New York, N.Y.
-
Nova, R., and Wood, D. M. (1982). "A constitutive model for soil under monotonic and cyclic loading." Soil mechanics - transient and cyclic loads, G. N. Pande and O. C. Zienkiewicz, eds., John Wiley & Sons, Inc., New York, N.Y.
-
(1982)
Soil Mechanics - Transient and Cyclic Loads
-
-
Nova, R.1
Wood, D.M.2
-
11
-
-
0022267666
-
Simple model for transient soil loading in earthquake analysis. II: Non-associative models for sands
-
Pastor, M., Zienkiewicz, O. C., and Leung, K. H. (1985). "Simple model for transient soil loading in earthquake analysis. II: Non-associative models for sands." Int. J. Numer. and Analytical Methods in Geomech., 9, 477-498.
-
(1985)
Int. J. Numer. and Analytical Methods in Geomech.
, vol.9
, pp. 477-498
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Leung, K.H.3
-
12
-
-
0024621178
-
Seismic analysis and behavior of gravity retaining walls-the case of Kalamata Harbor Quaywall
-
Tokyo, Japan
-
Pitilakis, K., and Moutsakis, A. (1989), "Seismic analysis and behavior of gravity retaining walls-the case of Kalamata Harbor Quaywall." Soils and Found., Tokyo, Japan, 2(1), 1-17.
-
(1989)
Soils and Found.
, vol.2
, Issue.1
, pp. 1-17
-
-
Pitilakis, K.1
Moutsakis, A.2
-
13
-
-
0141866690
-
Lessons learned from VELACS Project
-
A. A. Balkema, Rotterdam, The Netherlands
-
Scott, R. F. (1993). "Lessons learned from VELACS Project." Proc., Int. Conf. on Verification of Numer. Procedures for the Anal, of Soil Liquefaction Problems, Vol. 2, A. A. Balkema, Rotterdam, The Netherlands, 1773-1784.
-
(1993)
Proc., Int. Conf. on Verification of Numer. Procedures for the Anal, of Soil Liquefaction Problems
, vol.2
, pp. 1773-1784
-
-
Scott, R.F.1
-
15
-
-
0027790436
-
On the behavior of quay walls in earthquakes
-
London, U.K.
-
Zeng, X., and Steedman, R. S. (1993). "On the behavior of quay walls in earthquakes." Géotechnique, London, U.K., 43(3), 417-431.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 417-431
-
-
Zeng, X.1
Steedman, R.S.2
|