| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A fractal order creep-damage constitutive model of silty clay
|
Yin, Qian
|
|
|
18 |
8 |
p. 3997-4016
|
artikel
|
| 2 |
Analytical solution for coupled water–gas transport in landfill cover
|
Pu, He-Fu
|
|
|
18 |
8 |
p. 4219-4231
|
artikel
|
| 3 |
Analytical solutions of soil plug behaviors in open-ended pile driven by impact load
|
Qin, Wei
|
|
|
18 |
8 |
p. 4183-4194
|
artikel
|
| 4 |
An enhanced deep learning method for accurate and robust modelling of soil stress–strain response
|
Zhang, Ning
|
|
|
18 |
8 |
p. 4405-4427
|
artikel
|
| 5 |
A new proposal to simulate soft soils for centrifugal models using reconstituted diatomaceous soils
|
Rodríguez-Rebolledo, Juan Félix
|
|
|
18 |
8 |
p. 4141-4155
|
artikel
|
| 6 |
Comparison of hybrid data-driven and physical models for landslide susceptibility mapping at regional scales
|
Wei, Xin
|
|
|
18 |
8 |
p. 4453-4476
|
artikel
|
| 7 |
Creep damage properties and nonlinear creep model of red sandstone treated at high temperature based on acoustic emission
|
Pan, Xiaokang
|
|
|
18 |
8 |
p. 4077-4095
|
artikel
|
| 8 |
Dynamic compression properties of a saturated white sandstone under ambient sub-zero temperatures
|
Xu, Ying
|
|
|
18 |
8 |
p. 4245-4260
|
artikel
|
| 9 |
Dynamic response and failure mode of the twin tunnel-landslide using shaking table tests
|
Lei, Hao
|
|
|
18 |
8 |
p. 4329-4351
|
artikel
|
| 10 |
Estimation of three-dimensional diameter distributions of multiple fracture sets clustered by a multi-level clustering method
|
Zhang, Qi
|
|
|
18 |
8 |
p. 4429-4452
|
artikel
|
| 11 |
Experimental study on mechanical characteristics and permeability evolution during the coupled hydromechanical failure of sandstone containing a filled fissure
|
Du, Yiteng
|
|
|
18 |
8 |
p. 4055-4075
|
artikel
|
| 12 |
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone
|
Dabloul, Rayan
|
|
|
18 |
8 |
p. 4035-4053
|
artikel
|
| 13 |
Fractional derivative triaxial creep model of Beishan granite considering probabilistic damage evolution
|
Zhou, Hongwei
|
|
|
18 |
8 |
p. 4017-4033
|
artikel
|
| 14 |
Impermeable and mechanical stability of filter cake under different infiltration conditions via CFD-DEM
|
Chen, Fan
|
|
|
18 |
8 |
p. 4115-4140
|
artikel
|
| 15 |
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis
|
Guo, Yuliang
|
|
|
18 |
8 |
p. 4477-4492
|
artikel
|
| 16 |
In situ long-term improvement of large-scale lacustrine soft soil using laboratory and field data: a case study from a copper mine in China
|
Fan, Wenchen
|
|
|
18 |
8 |
p. 4375-4388
|
artikel
|
| 17 |
Investigation of the effect of saturated conditions and number of measurements on the Leeb hardness test and improved correlations to estimate basic rock properties
|
Çelik, Sefer Beran
|
|
|
18 |
8 |
p. 4261-4278
|
artikel
|
| 18 |
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique
|
Chen, Weibin
|
|
|
18 |
8 |
p. 4195-4206
|
artikel
|
| 19 |
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization
|
Kim, Minseop
|
|
|
18 |
8 |
p. 4297-4310
|
artikel
|
| 20 |
Micromechanics-based binary-medium constitutive model for frozen soil considering the influence of coarse-grained contents and freeze–thaw cycles
|
Wang, Dan
|
|
|
18 |
8 |
p. 3977-3996
|
artikel
|
| 21 |
Modelling of soil–water characteristic curve for diverse soils using soil suction parameters
|
Alibrahim, Bashar
|
|
|
18 |
8 |
p. 4233-4244
|
artikel
|
| 22 |
Monotonic and cyclic lateral behavior of semi-rigid pile in cement-improved clay: centrifuge tests and numerical investigation
|
Dai, Guoliang
|
|
|
18 |
8 |
p. 4157-4181
|
artikel
|
| 23 |
Pore structure evolution of unsaturated GMZ bentonite under thermo-hydro effects through ESEM fixed-point observation
|
Ni, Hongyang
|
|
|
18 |
8 |
p. 4279-4295
|
artikel
|
| 24 |
Small DEM sample size can lead to qualitatively erroneous results
|
He, Jizhong
|
|
|
18 |
8 |
p. 4097-4113
|
artikel
|
| 25 |
State-dependent behavior of weathered sands incorporating progressive particle breakage in drained triaxial tests
|
Yu, Fangwei
|
|
|
18 |
8 |
p. 3955-3976
|
artikel
|
| 26 |
Study on cyclic strength and pore water pressure response of fiber-reinforced municipal solid waste (MSW) fines
|
Rawat, Parul
|
|
|
18 |
8 |
p. 4389-4403
|
artikel
|
| 27 |
Study on deformation mechanism and parameter inversion of a reservoir bank slope during initial impoundment
|
Zhuang, Wenyu
|
|
|
18 |
8 |
p. 4353-4374
|
artikel
|
| 28 |
System reliability analysis of a slope stabilized with anchor cables and piles under seismic loading
|
Chen, Jian-Feng
|
|
|
18 |
8 |
p. 4493-4514
|
artikel
|
| 29 |
The frictional capacity of smooth concrete pipe pile–cemented soil interface for pre-bored grouted planted pile
|
Yu, Jian-lin
|
|
|
18 |
8 |
p. 4207-4218
|
artikel
|
| 30 |
Using a dividing open-pit blast (DOPB) method to reduce ore loss and dilution caused by blast-induced rock movement
|
Yu, Zhi
|
|
|
18 |
8 |
p. 4311-4327
|
artikel
|
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