| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comprehensive investigation on onshore and underwater soils using CPTU and DMT tests: a case study in Yangtze River at Jiangsu, China
|
Liu, Xuening
|
|
|
19 |
6 |
p. 3555-3575
|
artikel
|
| 2 |
An algorithm for cohesive crack propagation in variably saturated porous media via a time sub-stepping scheme
|
Mokhtari Varnosfaderani, Alireza
|
|
|
19 |
6 |
p. 3671-3690
|
artikel
|
| 3 |
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data
|
Kumar, Akshay
|
|
|
19 |
6 |
p. 3299-3319
|
artikel
|
| 4 |
An elastoplastic constitutive model for unsaturated loess with internal structure
|
Weng, Xiaolin
|
|
|
19 |
6 |
p. 3603-3619
|
artikel
|
| 5 |
An investigation of the applicability of contact models to the normal load-deformation behaviour of artificially shaped granite
|
Altuhafi, F.
|
|
|
19 |
6 |
p. 3447-3465
|
artikel
|
| 6 |
An MPs-Mesh scheme for modeling soil impacting with rigid boundaries
|
Li, Jianguo
|
|
|
19 |
6 |
p. 4201-4215
|
artikel
|
| 7 |
A novel digital extraction approach of pore network models from carbonates inspired by quantum genetic optimization techniques
|
Zhao, Zhi
|
|
|
19 |
6 |
p. 3805-3820
|
artikel
|
| 8 |
A novel three-dimensional nonlinear unified failure criterion for rock materials
|
Wang, Jiaxin
|
|
|
19 |
6 |
p. 3337-3375
|
artikel
|
| 9 |
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands
|
You, Zeshao
|
|
|
19 |
6 |
p. 3901-3923
|
artikel
|
| 10 |
Artificial intelligence-optimized design for dynamic compaction in granular soils
|
Ewusi-Wilson, Rodney
|
|
|
19 |
6 |
p. 3487-3503
|
artikel
|
| 11 |
Bearing capacity of shallow foundations considering geological uncertainty and soil spatial variability
|
Zhang, Dong-Ming
|
|
|
19 |
6 |
p. 3961-3977
|
artikel
|
| 12 |
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study
|
Hong, Yi
|
|
|
19 |
6 |
p. 3707-3727
|
artikel
|
| 13 |
Data-driven discovery of interpretable water retention models for deformable porous media
|
Suh, Hyoung Suk
|
|
|
19 |
6 |
p. 3821-3835
|
artikel
|
| 14 |
Development and evaluation of a practical nonlinear elastic constitutive model for rockfill dam deformation simulation based on monitoring results
|
Wang, Ke
|
|
|
19 |
6 |
p. 3467-3485
|
artikel
|
| 15 |
Development of a GPU-accelerated implicit material point method for geotechnical engineering
|
Wang, Bin
|
|
|
19 |
6 |
p. 3729-3749
|
artikel
|
| 16 |
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test
|
Yazdandoust, Majid
|
|
|
19 |
6 |
p. 4139-4165
|
artikel
|
| 17 |
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow
|
Ding, Zhaowei
|
|
|
19 |
6 |
p. 3999-4016
|
artikel
|
| 18 |
Effects of adding aluminum ion flocculant on MICP reinforcement of sand
|
Wei, Ren-jie
|
|
|
19 |
6 |
p. 3505-3517
|
artikel
|
| 19 |
Estimating mode II fracture energy of rocks using the scratch test and phase field modeling
|
Martogi, Debora
|
|
|
19 |
6 |
p. 3751-3767
|
artikel
|
| 20 |
Evaluating the exceedance probability of the runout distance of rainfall-induced landslides using a two-stage FEM-MPM approach
|
Lu, Meng
|
|
|
19 |
6 |
p. 3691-3706
|
artikel
|
| 21 |
Evaluation of cross wall performance on restraining the wall displacement and resisting the basal heave in deep excavations
|
Abdi, Ari Surya
|
|
|
19 |
6 |
p. 4037-4053
|
artikel
|
| 22 |
Experimental and numerical investigation on the dynamic behavior of slopes in calcareous sand during earthquakes
|
Wu, Qi
|
|
|
19 |
6 |
p. 3423-3446
|
artikel
|
| 23 |
Experimental study and three-dimensional visualization model on the thermal conductivity of unsaturated frozen soil based on nuclear magnetic resonance
|
Ren, Zhifeng
|
|
|
19 |
6 |
p. 3925-3938
|
artikel
|
| 24 |
Experimental study of the effects of contact loss under a shield tunnel invert
|
Zheng, Gang
|
|
|
19 |
6 |
p. 4189-4199
|
artikel
|
| 25 |
Experimental study on the development of surrounding soil stress during XCC pile installation in sand
|
Zhou, Peng
|
|
|
19 |
6 |
p. 4017-4035
|
artikel
|
| 26 |
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration
|
Sojoudi, Mohammadhossein
|
|
|
19 |
6 |
p. 3769-3784
|
artikel
|
| 27 |
Gas migration channels and efficient gas extraction levels of soft–hard alternate coal seam composite roof
|
Liu, Yuben
|
|
|
19 |
6 |
p. 4069-4090
|
artikel
|
| 28 |
Hydraulic breakthrough of clay smears due to technical and natural actions
|
Gudehus, Gerd
|
|
|
19 |
6 |
p. 3283-3298
|
artikel
|
| 29 |
Impact dynamics of granular debris flows based on a small-scale physical model
|
Scheidl, Christian
|
|
|
19 |
6 |
p. 3979-3997
|
artikel
|
| 30 |
Incipient motion of sands near the pipe tip
|
Xiao, Yingping
|
|
|
19 |
6 |
p. 4107-4119
|
artikel
|
| 31 |
In situ microbially induced Ca-alginate polymeric sealant in calcareous sand and potential engineering applications
|
Zhang, Peng
|
|
|
19 |
6 |
p. 4217-4226
|
artikel
|
| 32 |
Investigation of hydraulic fracture propagation in conglomerate rock using discrete element method and explainable machine learning framework
|
Shentu, Junjie
|
|
|
19 |
6 |
p. 3837-3862
|
artikel
|
| 33 |
Load transfer behavior and interference effect of load distributive compression anchor in residual soil
|
Jo, Bum-Hee
|
|
|
19 |
6 |
p. 3883-3900
|
artikel
|
| 34 |
Machine learning with monotonic constraint for geotechnical engineering applications: an example of slope stability prediction
|
Pei, Te
|
|
|
19 |
6 |
p. 3863-3882
|
artikel
|
| 35 |
Mechanical characteristics and microstructure damage evolution of K0 consolidated soft soil
|
Liang, Zhixin
|
|
|
19 |
6 |
p. 3637-3653
|
artikel
|
| 36 |
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly
|
Zhou, Zhihao
|
|
|
19 |
6 |
p. 3577-3602
|
artikel
|
| 37 |
Numerical modeling of pile embedded in crushable sand subjected to earthquake loading
|
Saqib, Mohd
|
|
|
19 |
6 |
p. 3401-3422
|
artikel
|
| 38 |
Numerical modeling of self-sealing in fractured clayey materials
|
Quacquarelli, Adriana
|
|
|
19 |
6 |
p. 3785-3803
|
artikel
|
| 39 |
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction
|
Jin, Wei-Feng
|
|
|
19 |
6 |
p. 3621-3636
|
artikel
|
| 40 |
Performance of vertical and batter pile groups under vertical vibrations: a comparative assessment using model-scale field testing and numerical study
|
Ralli, Rohit
|
|
|
19 |
6 |
p. 3939-3959
|
artikel
|
| 41 |
Pore pressure measurements in saturated sand in front of an approaching EPB and laboratory investigations
|
Zheng, Dongzhu
|
|
|
19 |
6 |
p. 4055-4068
|
artikel
|
| 42 |
Reinforcement learning-based optimizer to improve the steering of shield tunneling machine
|
Elbaz, Khalid
|
|
|
19 |
6 |
p. 4167-4187
|
artikel
|
| 43 |
Reliability analysis of high core rockfill dam against seepage failure considering spatial variability of hydraulic parameters
|
Li, Yanlong
|
|
|
19 |
6 |
p. 4091-4106
|
artikel
|
| 44 |
Response analysis and application of the TEM using small-fixed loops
|
Su, Maoxin
|
|
|
19 |
6 |
p. 3537-3553
|
artikel
|
| 45 |
Strength and stress-dilatancy behaviour of bioemented sand under plane strain condition
|
Wang, Lei
|
|
|
19 |
6 |
p. 3519-3535
|
artikel
|
| 46 |
Strength and wear behaviors of methane hydrate-bearing silty sand: insights from multi-reversal direct shear tests
|
Zhou, Jiazuo
|
|
|
19 |
6 |
p. 4121-4137
|
artikel
|
| 47 |
Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model
|
Wong, Louis Ngai Yuen
|
|
|
19 |
6 |
p. 3321-3336
|
artikel
|
| 48 |
Thermo-mechanical behavior of sand-clay mixtures. Part I: experimental study
|
Xiao, Yang
|
|
|
19 |
6 |
p. 3377-3387
|
artikel
|
| 49 |
Thermo-mechanical behavior of sand–clay mixtures—Part II: constitutive modeling
|
Xiao, Yang
|
|
|
19 |
6 |
p. 3389-3399
|
artikel
|
| 50 |
Unified hardening (UH) model for unsaturated expansive clays
|
Yao, Yangping
|
|
|
19 |
6 |
p. 3655-3669
|
artikel
|
Tijdschrift beschrijving