| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A method for predicting mechanical behaviour of HPJG-Anchors – Part II: Prediction procedure, verifications and parametric studies
|
Zhang, Rong-Jun
|
|
2012
|
45 |
C |
p. 44-52
9 p.
|
artikel
|
| 2 |
A method for predicting mechanical behaviour of HPJG–Anchors – Part I: Mechanical characteristics and load transfer models
|
Zhang, Rong-Jun
|
|
2012
|
45 |
C |
p. 62-73
12 p.
|
artikel
|
| 3 |
A new nonlinear method for vertical settlement prediction of a single pile and pile groups in layered soils
|
Wang, Zhongjin
|
|
2012
|
45 |
C |
p. 118-126
9 p.
|
artikel
|
| 4 |
A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw
|
Liang, Z.Z.
|
|
2012
|
45 |
C |
p. 19-33
15 p.
|
artikel
|
| 5 |
Characteristics of the unloading process of rocks under high initial stress
|
Tao, Ming
|
|
2012
|
45 |
C |
p. 83-92
10 p.
|
artikel
|
| 6 |
Editorial Board
|
|
|
2012
|
45 |
C |
p. IFC-
1 p.
|
artikel
|
| 7 |
Improved knowledge-based clustered partitioning approach and its application to slope reliability analysis
|
Tang, Xiao-Song
|
|
2012
|
45 |
C |
p. 34-43
10 p.
|
artikel
|
| 8 |
Numerical modelling of a hybrid skirted foundation under combined loading
|
Bienen, Britta
|
|
2012
|
45 |
C |
p. 127-139
13 p.
|
artikel
|
| 9 |
Numerical simulation of the installation process of full displacement piles
|
Pucker, T.
|
|
2012
|
45 |
C |
p. 93-106
14 p.
|
artikel
|
| 10 |
Parametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion
|
Li, A.J.
|
|
2012
|
45 |
C |
p. 11-18
8 p.
|
artikel
|
| 11 |
Prediction of pile shaft resistance using cone penetration tests (CPTs)
|
Baziar, Mohammad Hassan
|
|
2012
|
45 |
C |
p. 74-82
9 p.
|
artikel
|
| 12 |
Reply to the discussion by Bellia et al. on “Determination of soil–water characteristic curve variables”
|
Zhai, Qian
|
|
2012
|
45 |
C |
p. 151-152
2 p.
|
artikel
|
| 13 |
Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils
|
Zhang, H.W.
|
|
2012
|
45 |
C |
p. 53-61
9 p.
|
artikel
|
| 14 |
Shallow landslide hazard assessment using a three-dimensional deterministic model in a mountainous area
|
Jia, Ning
|
|
2012
|
45 |
C |
p. 1-10
10 p.
|
artikel
|
| 15 |
Simulation of a corner slurry trench failure in clay
|
Grandas-Tavera, Carlos Eduardo
|
|
2012
|
45 |
C |
p. 107-117
11 p.
|
artikel
|
| 16 |
Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach
|
Arroyo, Marcos
|
|
2012
|
45 |
C |
p. 140-150
11 p.
|
artikel
|
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