| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A constitutive model for soil-rockfill mixtures
|
Brito, Andrea
|
|
2018
|
95 |
C |
p. 46-56
|
artikel
|
| 2 |
A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils
|
Aboul Hosn, R.
|
|
2018
|
95 |
C |
p. 30-39
|
artikel
|
| 3 |
A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations
|
Zheng, Gang
|
|
2018
|
95 |
C |
p. 119-128
|
artikel
|
| 4 |
Bayesian model comparison and characterization of bivariate distribution for shear strength parameters of soil
|
Zhang, Lei
|
|
2018
|
95 |
C |
p. 110-118
|
artikel
|
| 5 |
Discussion on “A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand”
|
Feng, Ruo-feng
|
|
2018
|
95 |
C |
p. 44-45
|
artikel
|
| 6 |
Dynamic assessment of saturated reinforced-soil retaining wall
|
Ren, Feifan
|
|
2018
|
95 |
C |
p. 211-230
|
artikel
|
| 7 |
Editorial Board
|
|
|
2018
|
95 |
C |
p. ii
|
artikel
|
| 8 |
Effects of vertical spatial variability on supported excavations in sands considering multiple geotechnical and structural failure modes
|
Luo, Zhe
|
|
2018
|
95 |
C |
p. 16-29
|
artikel
|
| 9 |
Evaluation of interface shear behavior of GFRP soil nails with a strain-transfer model and distributed fiber-optic sensors
|
Xu, D.S.
|
|
2018
|
95 |
C |
p. 180-190
|
artikel
|
| 10 |
Finite element limit analysis of ultimate lateral pressure of XCC pile in undrained clay
|
Zhou, Hang
|
|
2018
|
95 |
C |
p. 240-246
|
artikel
|
| 11 |
Grain breakage criteria for discrete element models of sand crushing under one-dimensional compression
|
Zheng, Wenbo
|
|
2018
|
95 |
C |
p. 231-239
|
artikel
|
| 12 |
Hydraulic fracturing simulation for heterogeneous granite by discrete element method
|
Chen, Wei
|
|
2018
|
95 |
C |
p. 1-15
|
artikel
|
| 13 |
Including degree of capillary saturation into constitutive modelling of unsaturated soils
|
Zhou, Annan
|
|
2018
|
95 |
C |
p. 82-98
|
artikel
|
| 14 |
Investigating the scale-dependency of the geometrical and mechanical properties of a moderately jointed rock using a synthetic rock mass (SRM) approach
|
Farahmand, K.
|
|
2018
|
95 |
C |
p. 162-179
|
artikel
|
| 15 |
Modelling hydro-mechanical reinforcements of plants to slope stability
|
Ni, J.J.
|
|
2018
|
95 |
C |
p. 99-109
|
artikel
|
| 16 |
Modification of capillary pressure by considering pore throat geometry with the effects of particle shape and packing features on water retention curves for uniformly graded sands
|
Suh, Hyoung Suk
|
|
2018
|
95 |
C |
p. 129-136
|
artikel
|
| 17 |
Response to the discussion on “A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand” by R.-F. Feng, Q.-Q. Zhang, S.-W. Liu, X.-M. Li
|
Lashkari, Ali
|
|
2018
|
95 |
C |
p. 40-43
|
artikel
|
| 18 |
Robust estimation of the fracture diameter distribution from the true trace length distribution in the Poisson-disc discrete fracture network model
|
Hekmatnejad, Amin
|
|
2018
|
95 |
C |
p. 137-146
|
artikel
|
| 19 |
Sequential reduction of slope stability uncertainty based on temporal hydraulic measurements via the ensemble Kalman filter
|
Liu, K.
|
|
2018
|
95 |
C |
p. 147-161
|
artikel
|
| 20 |
Strength reduction method in Barodesy
|
Schneider-Muntau, Barbara
|
|
2018
|
95 |
C |
p. 57-67
|
artikel
|
| 21 |
Three-dimensional discontinuous deformation analysis based on strain-rotation decomposition
|
Fan, Huo
|
|
2018
|
95 |
C |
p. 191-210
|
artikel
|
| 22 |
Underground excavation behaviour in Bangkok using three-dimensional finite element method
|
Chheng, Chhunla
|
|
2018
|
95 |
C |
p. 68-81
|
artikel
|
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