| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A discrete element study on the deformation and degradation of coal-fouled ballast
|
Chen, Jing
|
|
|
17 |
9 |
p. 3977-3993
|
artikel
|
| 2 |
An anisotropically elastoplastic solution to excavation responses of a circular opening considering three-dimensional strength
|
Chen, Haohua
|
|
|
17 |
9 |
p. 3995-4011
|
artikel
|
| 3 |
An experimental study of the active failure mechanism of narrow backfills installed behind rigid retaining walls conducted using Geo-PIV
|
Xu, Li
|
|
|
17 |
9 |
p. 4051-4068
|
artikel
|
| 4 |
Battered minipile response to low-frequency cyclic lateral loading in very dense sand
|
Mondal, Sanchari
|
|
|
17 |
9 |
p. 4033-4050
|
artikel
|
| 5 |
Biochemical, Strength and Erosional Characteristics of Coral Sand Treated by Bio-Stimulated Microbial Induced Calcite Precipitation
|
Wang, Yi-Jie
|
|
|
17 |
9 |
p. 4217-4229
|
artikel
|
| 6 |
Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads
|
Xiao, Siqi
|
|
|
17 |
9 |
p. 4131-4144
|
artikel
|
| 7 |
Characteristics of ground settlement due to combined actions of groundwater drawdown and enclosure wall movement
|
Zeng, Chao-Feng
|
|
|
17 |
9 |
p. 4095-4112
|
artikel
|
| 8 |
Characterizing uncertainty in geotechnical design of energy piles based on Bayesian theorem
|
Hu, Biao
|
|
|
17 |
9 |
p. 4191-4206
|
artikel
|
| 9 |
Crushing strength of artificial single-particle considering the effect of particle morphology
|
Meng, Minqiang
|
|
|
17 |
9 |
p. 3909-3926
|
artikel
|
| 10 |
Denitrification-based MICP for cementation of soil: treatment process and mechanical performance
|
Gao, Yunqi
|
|
|
17 |
9 |
p. 3799-3815
|
artikel
|
| 11 |
Effect of salt solution on the optimum lime contents of bentonite and silt
|
Ying, Zi
|
|
|
17 |
9 |
p. 3731-3745
|
artikel
|
| 12 |
Effect of thermal treatment on physical and mechanical properties of sandstone for thermal energy storage: a comprehensive experimental study
|
Hao, Jiawang
|
|
|
17 |
9 |
p. 3887-3908
|
artikel
|
| 13 |
Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept
|
Shi, X. S.
|
|
|
17 |
9 |
p. 3839-3854
|
artikel
|
| 14 |
Experimental study on the mechanical behaviors and particle breakage characteristics of calcareous sand from South China Sea under repeated one-dimensional impacts
|
OuYang, Haoran
|
|
|
17 |
9 |
p. 3927-3946
|
artikel
|
| 15 |
Interval prediction of landslide displacement with dual-output least squares support vector machine and particle swarm optimization algorithms
|
Gong, Wenping
|
|
|
17 |
9 |
p. 4013-4031
|
artikel
|
| 16 |
Load transfer and performance evaluation of piled beam-supported embankments
|
Wang, Tengfei
|
|
|
17 |
9 |
p. 4145-4171
|
artikel
|
| 17 |
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X
|
Wu, Wei
|
|
|
17 |
9 |
p. 4231-4232
|
artikel
|
| 18 |
Measuring and modeling the dielectric constant of soil during freezing and thawing processes: an application on silty clay
|
Xu, Xiangtian
|
|
|
17 |
9 |
p. 3867-3886
|
artikel
|
| 19 |
Meso and macroscale mechanical behaviors of soil–rock mixtures
|
Xu, Wen-Jie
|
|
|
17 |
9 |
p. 3765-3782
|
artikel
|
| 20 |
MI-ECku: A novel methodology for estimating unsaturated hydraulic conductivity of porous media
|
Joseph, Jeevan
|
|
|
17 |
9 |
p. 3855-3865
|
artikel
|
| 21 |
Modeling the suction- and deviator stress-dependent resilient modulus of unsaturated fine/coarse soil mixture by considering soil–water retention curve
|
Su, Yu
|
|
|
17 |
9 |
p. 3747-3763
|
artikel
|
| 22 |
Modifying the mechanical properties of sand by using different hydrophobic conditions
|
Zhou, Zheng
|
|
|
17 |
9 |
p. 3783-3797
|
artikel
|
| 23 |
Numerical modelling of the effects of foundation scour on the response of a bridge pier
|
Ciancimino, Andrea
|
|
|
17 |
9 |
p. 3697-3717
|
artikel
|
| 24 |
Numerical simulation of load distributive compression anchor installed in weathered rock layer
|
Shin, Gyu-Beom
|
|
|
17 |
9 |
p. 4173-4190
|
artikel
|
| 25 |
Performance and prediction of long-term settlement in road embankments constructed with recycled construction and demolition waste
|
Liu, Lulu
|
|
|
17 |
9 |
p. 4069-4093
|
artikel
|
| 26 |
Shaking table tests on slope reinforced by anchored piles under random earthquake ground motions
|
Hu, Hongqiang
|
|
|
17 |
9 |
p. 4113-4130
|
artikel
|
| 27 |
Shear behaviour of subgrade soil with reference to varying initial shear stress and plasticity index
|
Silva, Isabella Novais
|
|
|
17 |
9 |
p. 4207-4216
|
artikel
|
| 28 |
Three-dimensional elastic–viscoplastic consolidation behavior of transversely isotropic saturated soils
|
Ai, Zhi Yong
|
|
|
17 |
9 |
p. 3959-3976
|
artikel
|
| 29 |
Three-dimensional sinkhole stability of spherical cavity
|
Shiau, Jim
|
|
|
17 |
9 |
p. 3947-3958
|
artikel
|
| 30 |
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils
|
Wang, Yuze
|
|
|
17 |
9 |
p. 3817-3838
|
artikel
|
| 31 |
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths
|
Ferrari, Alessio
|
|
|
17 |
9 |
p. 3719-3730
|
artikel
|
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