nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A model for presentation of seismic pore water pressures
|
Ivšić, Tomislav |
|
2006 |
|
2-4 |
p. 191-199 9 p. |
artikel |
2 |
CPT-based seismic stability assessment of a hazardous waste site
|
Matasovic, Neven |
|
2006 |
|
2-4 |
p. 201-208 8 p. |
artikel |
3 |
Damage process of pile foundation in liquefied ground during strong ground motion
|
Miwa, S. |
|
2006 |
|
2-4 |
p. 325-336 12 p. |
artikel |
4 |
Deformation characteristics of lacustrine carbonate silt in the Julian Alps
|
Lenart, S. |
|
2006 |
|
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 |
|
2-4 |
p. 297-312 16 p. |
artikel |
6 |
Earthquake-induced residual deformation of Ariake clay deposits with leaching
|
Nagase, H. |
|
2006 |
|
2-4 |
p. 209-220 12 p. |
artikel |
7 |
Editorial Board / Aims and Scope
|
|
|
2006 |
|
2-4 |
p. CO2- 1 p. |
artikel |
8 |
Energy approach for earthquake induced slope failure evaluation
|
Kokusho, T. |
|
2006 |
|
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 |
|
2-4 |
p. 253-264 12 p. |
artikel |
10 |
Fluctuant bearing capacity of shallow foundations during earthquakes
|
Merlos, J. |
|
2006 |
|
2-4 |
p. 103-114 12 p. |
artikel |
11 |
Instability of sand–silt mixtures
|
Yang, S.L. |
|
2006 |
|
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 |
|
2-4 |
p. 275-286 12 p. |
artikel |
13 |
Liquefied soil pressures on vertical walls with adjacent embankments
|
Okamura, M. |
|
2006 |
|
2-4 |
p. 265-274 10 p. |
artikel |
14 |
Mechanisms of failure for shallow foundations under earthquake loading
|
Knappett, J.A. |
|
2006 |
|
2-4 |
p. 91-102 12 p. |
artikel |
15 |
Minimizing sampling disturbance using a new in situ device
|
Safaqah, O.A. |
|
2006 |
|
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 |
|
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 |
|
2-4 |
p. 163-174 12 p. |
artikel |
18 |
Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation
|
Sawada, Shunichi |
|
2006 |
|
2-4 |
p. 175-182 8 p. |
artikel |
19 |
Residual strength after liquefaction: A rheological approach
|
de Alba, Pedro |
|
2006 |
|
2-4 |
p. 143-151 9 p. |
artikel |
20 |
Semi-empirical procedures for evaluating liquefaction potential during earthquakes
|
Idriss, I.M. |
|
2006 |
|
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 |
|
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 |
|
2-4 |
p. 313-323 11 p. |
artikel |