nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A finite element benchmark study based on experimental modeling of vibratory pile driving in saturated sand
|
Chrisopoulos, Stylianos |
|
2019 |
122 |
C |
p. 248-260 |
artikel |
2 |
An experimental parametric study on the liquefaction resistance of sands in spreader dumps of lignite opencast mines
|
Wichtmann, T. |
|
2019 |
122 |
C |
p. 290-309 |
artikel |
3 |
A simplified model for vibro compaction of granular soils
|
Triantafyllidis, Th. |
|
2019 |
122 |
C |
p. 261-273 |
artikel |
4 |
Cost-benefit analysis of retrofitted non-engineered and engineered buildings in Nepal using probabilistic approach
|
Dumaru, Rakesh |
|
2019 |
122 |
C |
p. 1-15 |
artikel |
5 |
Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress
|
Wei, Xiao |
|
2019 |
122 |
C |
p. 274-289 |
artikel |
6 |
Dual in-filled trenches for vibration mitigation and their predictions using artificial neural network
|
Jayawardana, Pubudu |
|
2019 |
122 |
C |
p. 107-115 |
artikel |
7 |
3D viscoelastic full waveform inversion of seismic waves for geotechnical site investigation
|
Mirzanejad, Majid |
|
2019 |
122 |
C |
p. 67-78 |
artikel |
8 |
Editorial Board
|
|
|
2019 |
122 |
C |
p. ii |
artikel |
9 |
Estimating near surface shear wave velocity using the SPAC method at a site exhibiting low to high impedance contrast
|
Setiawan, Bambang |
|
2019 |
122 |
C |
p. 16-38 |
artikel |
10 |
Evaluation of the lateral displacements of a sandy slope reinforced by a row of floating piles: A numerical-experimental approach
|
Sharafi, Hassan |
|
2019 |
122 |
C |
p. 148-170 |
artikel |
11 |
Investigation of Vs – based liquefaction charts using a heavily preshaken silty sand centrifuge deposit
|
Abdoun, T. |
|
2019 |
122 |
C |
p. 39-52 |
artikel |
12 |
Mechanism of geotechnical seismic isolation system: Analytical modeling
|
Tsang, Hing-Ho |
|
2019 |
122 |
C |
p. 171-184 |
artikel |
13 |
Model establishment and response analysis of slope reinforced by frame with prestressed anchors under seismic considering the prestress
|
Ye, Shuaihua |
|
2019 |
122 |
C |
p. 228-234 |
artikel |
14 |
Numerical analysis of the tunnel-soil interaction caused by an explosion in the tunnel
|
Osinov, Vladimir A. |
|
2019 |
122 |
C |
p. 318-326 |
artikel |
15 |
Numerical evaluation of buckling in steel pipe piles during vibratory installation
|
Bakroon, Montaser |
|
2019 |
122 |
C |
p. 327-336 |
artikel |
16 |
Prediction models and seismic hazard assessment: A case study from Taiwan
|
Xu, Yun |
|
2019 |
122 |
C |
p. 94-106 |
artikel |
17 |
Probability density evolution analysis of a shear-wall structure under stochastic ground motions by shaking table test
|
Zixin Liu, |
|
2019 |
122 |
C |
p. 53-66 |
artikel |
18 |
Seismic fragility analysis of pile-supported wharves with the influence of soil permeability
|
Su, Lei |
|
2019 |
122 |
C |
p. 211-227 |
artikel |
19 |
Seismic performance of a new type precast concrete sandwich wall based on experimental and numerical investigation
|
Xu, Gang |
|
2019 |
122 |
C |
p. 116-131 |
artikel |
20 |
Seismic soil classification of Italy based on surface geology and shear-wave velocity measurements
|
Forte, Giovanni |
|
2019 |
122 |
C |
p. 79-93 |
artikel |
21 |
Shear wave velocity-based evaluation of liquefaction resistance for calcareous sands of different origin
|
Porcino, Daniela D. |
|
2019 |
122 |
C |
p. 235-247 |
artikel |
22 |
Shear wave velocity of zeolite-cement grouted sands
|
Kordnaeij, Afshin |
|
2019 |
122 |
C |
p. 196-210 |
artikel |
23 |
Sloshing of fluid in a baffled rectangular aqueduct considering soil-structure interaction
|
Ying, Lei |
|
2019 |
122 |
C |
p. 132-147 |
artikel |
24 |
The performance of a hypoplastic constitutive model in predictions of centrifuge experiments under earthquake conditions
|
Hleibieh, Jamal |
|
2019 |
122 |
C |
p. 310-317 |
artikel |
25 |
Vertical vibration of a single pile embedded in a frozen saturated soil layer
|
Li, Qiang |
|
2019 |
122 |
C |
p. 185-195 |
artikel |