| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advantages and limitations of an α-plasticity model for sand
|
Sun, Yifei
|
|
|
15 |
6 |
p. 1423-1437
|
artikel
|
| 2 |
A novel strut-free retaining wall system for deep excavation in soft clay: numerical study
|
Lim, Aswin
|
|
|
15 |
6 |
p. 1557-1576
|
artikel
|
| 3 |
Assessing internal erosion with the modal decomposition method for grain size distribution curves
|
Chapuis, Robert P.
|
|
|
15 |
6 |
p. 1595-1605
|
artikel
|
| 4 |
Axial behavior of tapered piles using cavity expansion theory
|
Singh, Sonal
|
|
|
15 |
6 |
p. 1619-1636
|
artikel
|
| 5 |
Centrifuge observations on multidirectional loading of a suction caisson in dense sand
|
Zhao, L.
|
|
|
15 |
6 |
p. 1439-1451
|
artikel
|
| 6 |
Correction to: Investigation on the behavior of frozen silty clay subjected to monotonic and cyclic triaxial loading
|
Xu, Xiangtian
|
|
|
15 |
6 |
p. 1699-1706
|
artikel
|
| 7 |
3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil
|
Kawa, Marek
|
|
|
15 |
6 |
p. 1453-1466
|
artikel
|
| 8 |
Effect of deviator stress on the initiation of suffusion
|
Luo, Yulong
|
|
|
15 |
6 |
p. 1607-1617
|
artikel
|
| 9 |
Elastoplastic damage seepage–consolidation coupled model of unsaturated undisturbed loess and its application
|
Yao, Zhihua
|
|
|
15 |
6 |
p. 1637-1653
|
artikel
|
| 10 |
Flocculation–solidification combined method for treatment of hydraulically dredged mud at extra high water content
|
Zhang, Rong-jun
|
|
|
15 |
6 |
p. 1685-1698
|
artikel
|
| 11 |
Fractal characteristics of pore structure of compacted bentonite studied by ESEM and MIP methods
|
Sun, Haiquan
|
|
|
15 |
6 |
p. 1655-1671
|
artikel
|
| 12 |
Full-scale linear cutting tests to check and modify a widely used semi-theoretical model for disc cutter cutting force prediction
|
Pan, Yucong
|
|
|
15 |
6 |
p. 1481-1500
|
artikel
|
| 13 |
ISA-Hypoplasticity accounting for cyclic mobility effects for liquefaction analysis
|
Fuentes, William
|
|
|
15 |
6 |
p. 1513-1531
|
artikel
|
| 14 |
Large deformation and failure analysis of river embankments subjected to seismic loading
|
Shahbodagh, B.
|
|
|
15 |
6 |
p. 1381-1408
|
artikel
|
| 15 |
Limit lateral resistance of XCC pile group in undrained soil
|
Zhou, Hang
|
|
|
15 |
6 |
p. 1673-1683
|
artikel
|
| 16 |
Liquefaction, building settlement, and residual strength of two residential areas during the 2016 southern Taiwan earthquake
|
Tsai, Chi-Chin
|
|
|
15 |
6 |
p. 1363-1379
|
artikel
|
| 17 |
Modeling permanent strains of granular soil under cyclic loading with variable confining pressure
|
Sun, Qi
|
|
|
15 |
6 |
p. 1409-1421
|
artikel
|
| 18 |
Observations of the ground and structural behaviours induced by a deep excavation in loose sands
|
Hsiung, Bin-Chen Benson
|
|
|
15 |
6 |
p. 1577-1593
|
artikel
|
| 19 |
Pilot-scale field investigation of ex situ solidification/stabilization of soils with inorganic contaminants using two novel binders
|
Feng, Ya-Song
|
|
|
15 |
6 |
p. 1467-1480
|
artikel
|
| 20 |
Prediction of 3D size and shape descriptors of irregular granular particles from projected 2D images
|
Su, D.
|
|
|
15 |
6 |
p. 1533-1555
|
artikel
|
| 21 |
Rate-dependent behaviour of a saturated clay under different stress histories and k0 conditions
|
Wu, Shengshen
|
|
|
15 |
6 |
p. 1501-1512
|
artikel
|
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