| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A model for presentation of seismic pore water pressures
|
Ivšić, Tomislav
|
|
2006
|
26 |
2-4 |
p. 191-199
9 p.
|
artikel
|
| 2 |
CPT-based seismic stability assessment of a hazardous waste site
|
Matasovic, Neven
|
|
2006
|
26 |
2-4 |
p. 201-208
8 p.
|
artikel
|
| 3 |
Damage process of pile foundation in liquefied ground during strong ground motion
|
Miwa, S.
|
|
2006
|
26 |
2-4 |
p. 325-336
12 p.
|
artikel
|
| 4 |
Deformation characteristics of lacustrine carbonate silt in the Julian Alps
|
Lenart, S.
|
|
2006
|
26 |
2-4 |
p. 131-142
12 p.
|
artikel
|
| 5 |
Development of new drain method for protection of existing pile foundations from liquefaction effects
|
Harada, Naoyuki
|
|
2006
|
26 |
2-4 |
p. 297-312
16 p.
|
artikel
|
| 6 |
Earthquake-induced residual deformation of Ariake clay deposits with leaching
|
Nagase, H.
|
|
2006
|
26 |
2-4 |
p. 209-220
12 p.
|
artikel
|
| 7 |
Editorial Board / Aims and Scope
|
|
|
2006
|
26 |
2-4 |
p. CO2-
1 p.
|
artikel
|
| 8 |
Energy approach for earthquake induced slope failure evaluation
|
Kokusho, T.
|
|
2006
|
26 |
2-4 |
p. 221-230
10 p.
|
artikel
|
| 9 |
Flow deformation of liquefied sand under constant shear load and its application to analysis of flow slide of infinite slope
|
Yoshimine, Mitsutoshi
|
|
2006
|
26 |
2-4 |
p. 253-264
12 p.
|
artikel
|
| 10 |
Fluctuant bearing capacity of shallow foundations during earthquakes
|
Merlos, J.
|
|
2006
|
26 |
2-4 |
p. 103-114
12 p.
|
artikel
|
| 11 |
Instability of sand–silt mixtures
|
Yang, S.L.
|
|
2006
|
26 |
2-4 |
p. 183-190
8 p.
|
artikel
|
| 12 |
Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils
|
Cubrinovski, M.
|
|
2006
|
26 |
2-4 |
p. 275-286
12 p.
|
artikel
|
| 13 |
Liquefied soil pressures on vertical walls with adjacent embankments
|
Okamura, M.
|
|
2006
|
26 |
2-4 |
p. 265-274
10 p.
|
artikel
|
| 14 |
Mechanisms of failure for shallow foundations under earthquake loading
|
Knappett, J.A.
|
|
2006
|
26 |
2-4 |
p. 91-102
12 p.
|
artikel
|
| 15 |
Minimizing sampling disturbance using a new in situ device
|
Safaqah, O.A.
|
|
2006
|
26 |
2-4 |
p. 153-161
9 p.
|
artikel
|
| 16 |
Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures
|
Wang, Zhi-Liang
|
|
2006
|
26 |
2-4 |
p. 231-252
22 p.
|
artikel
|
| 17 |
Reliability of rayleigh wave dispersion curve obtained from f–k spectral analysis of microtremor array measurement
|
Tokeshi, Juan C.
|
|
2006
|
26 |
2-4 |
p. 163-174
12 p.
|
artikel
|
| 18 |
Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation
|
Sawada, Shunichi
|
|
2006
|
26 |
2-4 |
p. 175-182
8 p.
|
artikel
|
| 19 |
Residual strength after liquefaction: A rheological approach
|
de Alba, Pedro
|
|
2006
|
26 |
2-4 |
p. 143-151
9 p.
|
artikel
|
| 20 |
Semi-empirical procedures for evaluating liquefaction potential during earthquakes
|
Idriss, I.M.
|
|
2006
|
26 |
2-4 |
p. 115-130
16 p.
|
artikel
|
| 21 |
Shaking table tests on the lateral response of a pile buried in liquefied sand
|
Dungca, J.R.
|
|
2006
|
26 |
2-4 |
p. 287-295
9 p.
|
artikel
|
| 22 |
Viscous fluid characteristics of liquefied soils and behavior of piles subjected to flow of liquefied soils
|
Hwang, Jae-Ik
|
|
2006
|
26 |
2-4 |
p. 313-323
11 p.
|
artikel
|
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