| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bond-based smoothed particle hydrodynamics considering frictional contact effect for simulating rock fracture
|
Mu, Dianrui
|
|
|
18 |
2 |
p. 625-649
|
artikel
|
| 2 |
Analytical model for two-dimensional electro-osmosis-enhanced preloading consolidation of unsaturated soil
|
Liu, Yang
|
|
|
18 |
2 |
p. 1093-1110
|
artikel
|
| 3 |
Application of micro-computed X-ray tomography for improving the hole erosion test analysis on high plastic clay
|
Zaid, Bahaeldeen
|
|
|
18 |
2 |
p. 865-876
|
artikel
|
| 4 |
A stabilized two-phase PD-FEM coupling approach for modeling partially saturated porous media
|
Sun, Wei
|
|
|
18 |
2 |
p. 589-607
|
artikel
|
| 5 |
Calibration of a constitutive model for volcanic sands under simple shear conditions
|
Moscariello, Mariagiovanna
|
|
|
18 |
2 |
p. 791-809
|
artikel
|
| 6 |
Centrifugal and numerical modeling of embankment widening over soft soils treated by pile-supported geosynthetic-reinforced soil wall
|
Xie, Mingxing
|
|
|
18 |
2 |
p. 829-841
|
artikel
|
| 7 |
Characterization of hydraulic fracture configuration based on complex in situ stress field of a tight oil reservoir in Junggar Basin, Northwest China
|
Shi, Can
|
|
|
18 |
2 |
p. 757-775
|
artikel
|
| 8 |
Comparative evaluation of freeze and thaw effect on strength of BEICP-stabilized silty sands and cement- and fly ash-stabilized soils
|
Hoang, Tung
|
|
|
18 |
2 |
p. 1073-1092
|
artikel
|
| 9 |
Crack development and damage patterns under combined dynamic-static loading of parallel double fractured rocks based on DIC technique
|
Zhang, Lei
|
|
|
18 |
2 |
p. 877-901
|
artikel
|
| 10 |
Depletion-induced seismicity in NW-Germany: lessons from comprehensive investigations
|
Gudehus, Gerd
|
|
|
18 |
2 |
p. 951-969
|
artikel
|
| 11 |
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills
|
Wang, Shengwei
|
|
|
18 |
2 |
p. 1025-1037
|
artikel
|
| 12 |
Effects of molding water content and compaction degree on the microstructure and permeability of compacted loess
|
Li, Ping
|
|
|
18 |
2 |
p. 921-936
|
artikel
|
| 13 |
Energy dissimilation characteristics and shock mechanism of coal-rock mass induced in steeply-inclined mining: comparison based on physical simulation and numerical calculation
|
Xu, Huicong
|
|
|
18 |
2 |
p. 843-864
|
artikel
|
| 14 |
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash
|
Chen, Ruifeng
|
|
|
18 |
2 |
p. 1039-1056
|
artikel
|
| 15 |
Experimental investigation of the strain rate effect on crack initiation and crack damage thresholds of hard rock under quasi-static compression
|
Xu, Rongchao
|
|
|
18 |
2 |
p. 903-920
|
artikel
|
| 16 |
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting
|
Lan, Tian-gang
|
|
|
18 |
2 |
p. 1125-1134
|
artikel
|
| 17 |
Gas migration behavior in saturated bentonite under flexible conditions with consideration of temperature effects
|
Cui, Lin-Yong
|
|
|
18 |
2 |
p. 971-984
|
artikel
|
| 18 |
Generalized plastic ordinary state-based peridynamic model with shear deformation of geomaterials
|
Zhou, Xiaoping
|
|
|
18 |
2 |
p. 609-623
|
artikel
|
| 19 |
Insight into the mechanism of microbially induced carbonate precipitation treatment of bio-improved calcareous sand particles
|
Zhou, Bo
|
|
|
18 |
2 |
p. 985-999
|
artikel
|
| 20 |
Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test
|
Fang, Kun
|
|
|
18 |
2 |
p. 1001-1024
|
artikel
|
| 21 |
Investigating the effect of degree of compaction, initial water content, and electric field intensity on electrokinetic remediation of an artificially Cu- and Pb-contaminated loess
|
Hu, Wenle
|
|
|
18 |
2 |
p. 937-949
|
artikel
|
| 22 |
Modeling unsaturated hydraulic conductivity of granular soils using a combined discrete element and pore-network approach
|
Mufti, Suaiba
|
|
|
18 |
2 |
p. 651-672
|
artikel
|
| 23 |
Numerical analysis of geosynthetics to mitigate seasonal temperature change-induced problems for integral bridge abutment
|
Liu, Hao
|
|
|
18 |
2 |
p. 673-693
|
artikel
|
| 24 |
Numerical investigation on zone of improvement for dynamic compaction of sandy ground with high groundwater table
|
Zhou, Chong
|
|
|
18 |
2 |
p. 695-709
|
artikel
|
| 25 |
Performance evaluation of ultrafine cement as a grout for reservoir impermeability improvement
|
Kang, Hee Jin
|
|
|
18 |
2 |
p. 1057-1072
|
artikel
|
| 26 |
Seismic bearing capacity of foundations on sloping ground using power-type yield criteria
|
Kumar, Jyant
|
|
|
18 |
2 |
p. 711-737
|
artikel
|
| 27 |
Semi-analytical solutions for soil consolidation induced by drying
|
Gou, Lingyun
|
|
|
18 |
2 |
p. 739-755
|
artikel
|
| 28 |
Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation
|
Astuto, Giuseppe
|
|
|
18 |
2 |
p. 777-790
|
artikel
|
| 29 |
Strength estimation and stress–dilatancy characteristics of natural gas hydrate-bearing sediments under high effective confining pressure
|
Xu, Jialin
|
|
|
18 |
2 |
p. 811-827
|
artikel
|
| 30 |
Ultimate bearing capacity of strip footings lying on Hoek–Brown slopes subjected to eccentric load
|
Wu, Gaoqiao
|
|
|
18 |
2 |
p. 1111-1124
|
artikel
|
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