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                             75 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Acoustic emission and energy dissipation in soils during triaxial shearing Li, Shijin

162 C p.
artikel
2 A DRM-SMM Framework for Wave Propagation in Layered Saturated Ground under Inclined P1-SV Waves Yuan, Yong

162 C p.
artikel
3 A hybridized continuum-discontinuum modeling for investigating the fracture and energy evolution characteristics of rock mass under sequential explosive detonation using a bilinear cohesive fracture model Lin, Qindong

162 C p.
artikel
4 A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds Zheng, Xiangcou

162 C p.
artikel
5 A modified Newmark block method for determining the seismic displacement of a slope reinforced by prestressed anchors Lu, Li

162 C p.
artikel
6 An algorithm based on distribution similarity to determine the representative sample size for particle morphology characterization Kootahi, Karim

162 C p.
artikel
7 Analysis of surface deformation characteristics in pipe jacking construction based on the theory of a stratum cross-correlation conditional random field Zhang, Xuanyu

162 C p.
artikel
8 Analytical solution for the horizontal dynamic response of strength composite piles in fractional viscoelastic unsaturated ground Dai, Guoliang

162 C p.
artikel
9 Analytical solutions for stresses and displacements of tunnels under static and seismic loading Duan, Yawei

162 C p.
artikel
10 An efficient neural network model to determine maximum swelling pressure of clayey soils Taherdangkoo, Reza

162 C p.
artikel
11 An h-adaptive edge-based smoothed point interpolation method for elasto-plastic analysis of saturated porous media Dezfooli, Mojtaba.S.

162 C p.
artikel
12 A non-Darcy flow CFD–DEM method for simulating ground collapse induced by leakage through underground pipeline defect Li, Xiaojiao

162 C p.
artikel
13 A novel anisotropic deterioration mechanical model for rock ductile–brittle failure under 3D high-stress and its application Zheng, Zhi

162 C p.
artikel
14 A novel peridynamic solution for modelling saturated soil-pore fluid interaction in liquefaction analysis Gu, Quan

162 C p.
artikel
15 A numerical model of water evaporation from cracked soil Zeng, Zhao-Jun

162 C p.
artikel
16 A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope Li, Xiaoqiang

162 C p.
artikel
17 A simple water retention model of dual-porosity soils based on self-similarity of bimodal pore size distribution Chen, He

162 C p.
artikel
18 A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granular materials Tian, Jianqiu

162 C p.
artikel
19 Bayesian evidential learning of soil-rock interface identification using boreholes Yang, Hao-Qing

162 C p.
artikel
20 Chemo-hydro-mechanics in a reactive rock under cylindrical fluid pressurization Tang, XiaoJie

162 C p.
artikel
21 Comparison of local and nonlocal regularization approaches in Eulerian-based finite element analyses Chen, Jin

162 C p.
artikel
22 Consolidation analysis of composite ground improved by granular piles with a high replacement ratio considering overlapping smear zones Yang, Weitao

162 C p.
artikel
23 Data-driven constitutive modelling of granular soils considering multiscale particle morphology Xiong, Wei

162 C p.
artikel
24 DEM-LBM coupling for partially saturated granular assemblies Younes, N.

162 C p.
artikel
25 DEM simulations on the influence of carbonate precipitation on liquefaction mitigation of sand Yang, Pu

162 C p.
artikel
26 DEM study on the non-coaxial deformation characteristics of granular soils under various traffic loading conditions Wang, Jipeng

162 C p.
artikel
27 Displacements and stresses around a circular tunnel in an elastic medium with pseudo-static horizontal earthquake body forces Jain, Hemant

162 C p.
artikel
28 Editorial Board
162 C p.
artikel
29 Effect of fines loss on the microstructure and shear behaviors of gap-graded soils: A multiscale perspective Hu, Z.

162 C p.
artikel
30 Effect of realistic shape on grain crushing for rounded and angular granular materials Huang, Quanshui

162 C p.
artikel
31 Effects of hydrate distribution heterogeneity on the mechanical properties of hydrate-bearing sediments with consideration of the coalescence phenomenon: Insights from DEM simulations Dou, Xiaofeng

162 C p.
artikel
32 Efficient adaptive reliability-based design optimization for geotechnical structures with multiple design parameters Liu, Xian

162 C p.
artikel
33 Elastoplastic discrete bond cell model for rock-like material with irreversible sliding interfaces Wei, Xuanchun

162 C p.
artikel
34 Erosion mechanism for submarine pipeline on graded sediments using a coupled PORO-CFD-DEM model Ma, Huihuan

162 C p.
artikel
35 Finite-difference model for two-dimensional transport of degradable organic contaminants in a buffer layer-cutoff wall-aquifer system accounting for the consolidation behavior Jiang, Wenhao

162 C p.
artikel
36 Finite element analysis for a deep excavation in soft clay supported by lime-cement columns Bozkurt, Sinem

162 C p.
artikel
37 Finite element-based probabilistic framework including Bayesian inference for predicting displacements due to tunnel excavation Minini, Jocelyn

162 C p.
artikel
38 Finite elements limit analysis formulation using the power type yield criterion for plane strain and axisymmetric stability problems Korada, Vijaya Sree

162 C p.
artikel
39 First order reliability-based design optimization of 3D pile-reinforced slopes with Pareto optimality Hu, Yining

162 C p.
artikel
40 Grain-scale modeling of shear responses of dilative granular packings under stress path pertinent to rainfall-induced slope failures Zhang, Li

162 C p.
artikel
41 Hydromechanical modelling of salt caverns subjected to cyclic hydrogen injection and withdrawal Coarita-Tintaya, Ever-Dennys

162 C p.
artikel
42 Hypoplastic model with an inner memory surface for sand under cyclic loading Alipour, Mohammad-Javad

162 C p.
artikel
43 Implementation of a coupled FEM-SBFEM for soil-structure interaction analysis of large-scale 3D base-isolated nuclear structures Li, Jianbo

162 C p.
artikel
44 Insights into the activation characteristics of natural fracture during in-fracture temporary plugging and diverting fracturing Wang, Bo

162 C p.
artikel
45 Investigation of the load sustaining micro mechanisms of cemented sand using the mesoscale FEM approach Komodromos, Michail

162 C p.
artikel
46 Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading Pham, Quang N.

162 C p.
artikel
47 Loading rate effect on the strength of granular material considering particle rotation Tong, Lihong

162 C p.
artikel
48 Macro–microscopic mechanism of suffusion in calcareous sand under tidal fluctuations by coupled CFD-DEM Xiong, Hao

162 C p.
artikel
49 Modelling the creep behaviour and induced failure of clay rock from microscale viscosity to large-scale time-dependant gallery convergences using a multiscale numerical approach Sun, Yufeng

162 C p.
artikel
50 Numerical convergence does not mean mathematical convergence: Examples of simple saturated steady-state groundwater models with pumping wells Chapuis, Robert P.

162 C p.
artikel
51 Numerical evaluations on the effects of different factors on thermo- mechanical behaviour of an energy pile group Yang, Weibo

162 C p.
artikel
52 Numerical investigations on effects of mechanical and geometrical characteristics on thermally induced group behavior of field-scale energy piles Fang, Jincheng

162 C p.
artikel
53 Numerical simulation of horizontal bearing characteristics of cement-soil reinforced rock-socketed steel pipe monopile considering cementation damage Zeng, Biao

162 C p.
artikel
54 On the influence of the natural shape of particles in multiphase fluid systems: Granular collapses Hosseini, Mehryar Amir

162 C p.
artikel
55 Parametric analysis for the large deformation characteristics of unstable slopes with linearly increasing soil strength by the random material point method Liu, Lei-Lei

162 C p.
artikel
56 Performance of explicit substepping integration scheme for complex constitutive models in finite element analysis Dong, Yuepeng

162 C p.
artikel
57 Prediction and variable importance analysis for small-strain stiffness of soil based on ensemble learning with Bayesian optimization Huang, Yunhan

162 C p.
artikel
58 Probabilistic analysis of the longitudinal performance of shield tunnels based on a simplified finite element procedure and its surrogate model considering spatial soil variability Wang, Zuxian

162 C p.
artikel
59 Probabilistic hazard analysis of rainfall-induced landslides at a specific slope considering rainfall uncertainty and soil spatial variability Liu, Xin

162 C p.
artikel
60 Regularization analysis of the strong discontinuity-Cosserat finite element method for modeling strain localization in cohesive-frictional materials by spectral theory Li, Yonghui

162 C p.
artikel
61 Reliability analysis of pile stabilized earth slopes using weighted uniform simulation method Wang, Le-Pei

162 C p.
artikel
62 Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory Li, Zhuyan

162 C p.
artikel
63 Role of inherent anisotropy in infiltration mechanism of suffusion with irregular granular skeletons Xiong, Hao

162 C p.
artikel
64 Rotational mechanism for stability analysis of slopes reinforced with piles Zuo, Jinyu

162 C p.
artikel
65 Soft computing for determining base resistance of super-long piles in soft soil: A coupled SPBO-XGBoost approach Nguyen, Tan

162 C p.
artikel
66 Stabilizing role of coarse grains in cohesionless overfilled binary mixtures: A DEM investigation Wang, Tao

162 C p.
artikel
67 Stochastic seepage analysis in embankment dams using different types of random fields Chi, Fengdong

162 C p.
artikel
68 Surrogate modeling and global sensitivity analysis for the simultaneous growth of multiple hydraulic fractures Cheng, Shaoyi

162 C p.
artikel
69 The contribution of the bolting system to the shear stiffness of circumferential joints in tunnel segmental linings Han, Xin

162 C p.
artikel
70 The importance of initial particle position on filter performance in granular soils Holden, Samuel Alexander William

162 C p.
artikel
71 Thermodynamic constitutive model for granular soils considering particle shape distribution Xiao, Yang

162 C p.
artikel
72 Thermo-hydro-mechanical coupling model of elastic modulus characteristic curve for unsaturated soils Pham, Tuan A.

162 C p.
artikel
73 Thermomechanical performance of energy retaining pile influenced by surrounding utility tunnel via the regression tree model Hu, Shuaijun

162 C p.
artikel
74 The use of FFT algorithm for circumferential coordinate in axisymmetric analysis of solids by generalized finite difference method Korkut, Fuat

162 C p.
artikel
75 Towards boundary conditions in concrete-rock joint shearing with STAs profile by PFC2D Yang, Kaixuan

162 C p.
artikel
                             75 gevonden resultaten
 
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