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                             91 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A cavity expansion theory-based hyperbolic model for the pull-out force of a compaction-grouted soil nail Li, Yu

166 C p.
artikel
2 A coupled thermomechanical peridynamic correspondence model for damage prediction in a freezing rock Zhang, Yanan

166 C p.
artikel
3 A 2D energy-conserving contact model for the combined finite-discrete element method (FDEM) Cai, Weibing

166 C p.
artikel
4 A fused sampling method integrating geotechnical and geophysical data for assessing three-dimensional soil liquefaction-induced damage capacity Yang, Huajian

166 C p.
artikel
5 A generalized water retention model in a wide suction range considering the initial void ratio and its verification Song, Zhaoyang

166 C p.
artikel
6 A hydraulic-mechanical (HM) coupling constitutive model for unsaturated soil-continuum interfaces considering bonding effect Liu, Geng-yun

166 C p.
artikel
7 A micro frost heave model for porous rock considering pore characteristics and water saturation Guo, Longxiao

166 C p.
artikel
8 A mixed finite element/finite volume formulation for granular bentonite mixtures Navarro, Vicente

166 C p.
artikel
9 Analysis of tunneling-induced ground movements in spatially variable soil under the influence of existing building Wu, Hao

166 C p.
artikel
10 Analytical solution for consolidation of saturated viscoelastic soils around tunnels with general Voigt model Hu, Anfeng

166 C p.
artikel
11 An efficient approach to tackle the challenges of LDFE modelling of plate anchor-chain system during installation process Maitra, Shubhrajit

166 C p.
artikel
12 A new complex variable solution on noncircular shallow tunnelling with reasonable far-field displacement Lin, Luo-bin

166 C p.
artikel
13 A new procedure for locating free surfaces of complex unconfined seepage problems using fixed meshes Jia, Zhen

166 C p.
artikel
14 An implicit stabilized material point method for modelling coupled hydromechanical problems in two-phase geomaterials Sang, Qin-yang

166 C p.
artikel
15 An implicit thermo-mechanical coupling model for heat conduction and thermal cracking in brittle materials Chen, Zediao

166 C p.
artikel
16 Application of improved Picard iteration method to simulate unsaturated flow and deformation in deformable porous media Zhu, Shuairun

166 C p.
artikel
17 Application of machine learning technique to predict the energy performance of energy tunnels Ma, Chunjing

166 C p.
artikel
18 Approaches to improve the convergence and efficiency of the implicit stress integration algorithm for the unified hardening model Tian, Yu

166 C p.
artikel
19 A rigorous possibility approach for the geotechnical reliability assessment supported by external database and local experience Tombari, Alessandro

166 C p.
artikel
20 A shear history model for capturing the liquefaction resistance of sands at various cyclic stress ratios Möller, J.K.

166 C p.
artikel
21 A state-dependent non-orthogonal elastoplastic constitutive model for sand Wang, Guosheng

166 C p.
artikel
22 A study of Hydraulic fracture propagation in laminated shale using extended finite element method Deng, Yinghao

166 C p.
artikel
23 A thermodynamic constitutive model for structured and destructured clays Zhang, Zhichao

166 C p.
artikel
24 A time-domain soil structure interaction analysis for wave scattering in 3D layered half-space Wang, Pengnan

166 C p.
artikel
25 Axial stiffness of floating pile foundations and rigid footings with Vlasov-Leont′ev foundation model and expressions for a rigid disk Gupta, Bipin K.

166 C p.
artikel
26 Basal heave stability analysis of excavations considering the soil strength increasing with depth Zheng, Gang

166 C p.
artikel
27 Calculation method for the ultimate bearing capacity of pressure-cast-in-situ pile with spray-expanded frustum Liu, Jing-hang

166 C p.
artikel
28 CEM–DSR-based explicit solution of limit expansion pressure in unsaturated soils and its application Liu, Geng-yun

166 C p.
artikel
29 Coupled creep and nonlinear consolidation of soft soils in disturbed state concept framework Ouria, Ahad

166 C p.
artikel
30 Coupled thermo-hydro-mechanical-phase field modelling for hydraulic fracturing in thermo-poroelastic media Yi, Duo

166 C p.
artikel
31 Cumulative damage evolution of jointed slopes subject to continuous earthquakes: Influence of joint type on dynamic amplification effect and failure mode of slopes Song, Danqing

166 C p.
artikel
32 Data-driven predictions of shield attitudes using Bayesian machine learning Wang, Lai

166 C p.
artikel
33 DEM study on role of fines in mobility of dry granular flows considering particle size-shape correlation Nie, Jia-Yan

166 C p.
artikel
34 Development of a GPGPU-parallelized FDEM based on extrinsic cohesive zone model with master-slave algorithm Maeda, Yutaro

166 C p.
artikel
35 Discrete Element Modelling of uplift of rigid pipes deeply buried in dense sand Li, Xin

166 C p.
artikel
36 Dynamic responses of a bituminous concrete core rockfill dam on layered overburden under seismic wave input Wang, Fei

166 C p.
artikel
37 Editorial Board
166 C p.
artikel
38 Effect of copula dependence structure on the failure modes of slopes in spatially variable soils Liu, Lei-Lei

166 C p.
artikel
39 Effects of pre-shearing stress ratio on the mechanical behaviours of gap-graded soils subjected to internal erosion Nguyen, Tien V.

166 C p.
artikel
40 Effects of roughness on density-driven convection of dissolved CO2 in discrete fracture-matrix system Xu, Wenjie

166 C p.
artikel
41 Elastoplastic damage behavior of quasi-brittle rocks considering crack closure evolution Li, Hongwei

166 C p.
artikel
42 Elastoplastic solution of a circular tunnel in surrounding rock with any nonlinear yield criteria and plastic flow envelopes Wang, Hongying

166 C p.
artikel
43 Elimination method of sliding blockage effect in discrete element simulation of rolling stone based on discrete fracture network and damping joint model Zhou, You

166 C p.
artikel
44 Estimation of site-specific multivariate probability distribution of soil properties using a mixed sampling technique Li, Xueyou

166 C p.
artikel
45 Evaluating influences of deposition direction and state-dependence on large deformation processes of granular column collapse Tong, Senjie

166 C p.
artikel
46 Evaluation of the horizontal cyclic shear stress on the enclosed soil in DSM grid-improved ground by numerical simulation Cao, Yuan

166 C p.
artikel
47 Graph Neural Network-based surrogate model for granular flows Choi, Yongjin

166 C p.
artikel
48 Ground settlement prediction for open caisson shafts in sand using a neural network constrained by empiricism Song, Geyang

166 C p.
artikel
49 Horizontal bearing characteristic and seismic fragility analysis of CFRP composite pipe piles subject to chloride corrosion Shao, Wei

166 C p.
artikel
50 Hybrid Mimetic Finite Difference and Streamline Methods for Numerical Simulation of Two-phase Flow in Fractured Reservoirs Rao, Xiang

166 C p.
artikel
51 Implementation of an advanced bounding surface constitutive model in OpenSees Fierro, Tony

166 C p.
artikel
52 Influence of data sampling on confidence in the calculation of reliability index for simple performance functions Bathurst, Richard J.

166 C p.
artikel
53 Influence of particle shape on creep and stress relaxation behaviors of granular materials based on DEM Yang, Deze

166 C p.
artikel
54 Insight into enhancing foundation stability with rubber-soil mixtures: A nanofriction study Wan, Jian-Hong

166 C p.
artikel
55 Interaction model for horizontal dynamic response of monopile-friction wheel composite foundation in marine area Yang, Zijian

166 C p.
artikel
56 Interface formulation for generalized finite difference method for solving groundwater flow Chávez-Negrete, C.

166 C p.
artikel
57 Investigation on the failure mechanism of a tunnel entrance high-steep slope with ultra-large wedge blocks based on discrete element method Xu, Huai-sheng

166 C p.
artikel
58 Kinematic response of floating piles in two-layered soils subjected to vertically incident S-waves Lin, Congyu

166 C p.
artikel
59 Machine learning approach to predicting the macro-mechanical properties of rock from the meso-mechanical parameters Wu, Zhijun

166 C p.
artikel
60 Material point method simulations of displacement pile and CPT penetration in sand considering the effects of grain breakage Fu, S.

166 C p.
artikel
61 Meshless numerical manifold method with novel subspace tracking and CSS locating techniques for slope stability analysis Cao, Xitailang

166 C p.
artikel
62 Micromechanical investigation of the effect of an imposed stress state change during drained cyclic loading using DEM Liu, Bo

166 C p.
artikel
63 Microscale analysis of geogrid–aggregate interface cyclic shear behavior using DEM Wang, Ya-Qiong

166 C p.
artikel
64 Modelling erosion and stability degradation of a reservoir slope under periodic water level fluctuations Deng, Zezhi

166 C p.
artikel
65 Modelling rock fracturing by a novel implicit continuous to discontinuous method Gong, Bin

166 C p.
artikel
66 Multicore CPU-based parallel computing accelerated digital image correlation for large soil deformations measurement Tong, Longyong

166 C p.
artikel
67 Multi-field coupling analysis of mechanical responses in methane hydrate exploitation with a practical numerical approach combining T + H with DEM Jiang, Mingjing

166 C p.
artikel
68 Multi-objective metaheuristic optimization for simplified modeling of soil-pile interaction systems under lateral and rocking motions Doan, Minh-Tam

166 C p.
artikel
69 Nanoscale Stick-Slip Behavior and Hydration of Hydrated Illite Clay Wei, Pengchang

166 C p.
artikel
70 Numerical analysis of the post-installation consolidated response of skirted foundations Zhang, Yurong

166 C p.
artikel
71 Numerical implementation of the hypoplastic model for SPH analysis of soil structure development in extremely large deformation Jiao, Hongcheng

166 C p.
artikel
72 Numerical investigation on lateral monotonic and cyclic responses of scoured rigid monopile based on an integrated bounding surface model Zheng, Hanbo

166 C p.
artikel
73 Predicting peak shear strength of rock fractures using tree-based models and convolutional neural network Chen, Jinfan

166 C p.
artikel
74 Prediction models for effective PVD-enhanced in-situ flushing remediation of multi-layered soils Jiang, Lianghua

166 C p.
artikel
75 Probabilistic thresholds for regional rainfall induced landslides Sun, Yuan

166 C p.
artikel
76 Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil Gan, Xiaolu

166 C p.
artikel
77 Random field failure and post-failure analyses of vertical slopes in soft clays Agbaje, Samzu

166 C p.
artikel
78 Reconstruction of Cam-clay model based on multiplicative decomposition of the deformation gradient Abe, Yuta

166 C p.
artikel
79 Reliability analysis of offshore monopile foundations considering multidirectional loading and soil spatial variability Li, Xueyou

166 C p.
artikel
80 Reliability-based factor of safety for bearing capacity of square foundations on 3D cohesive-frictionless soils considering samples Li, Yajun

166 C p.
artikel
81 Scoured failure wedge model for analysis of scoured pile-soil interaction in sand Wang, Lixing

166 C p.
artikel
82 Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method Tu, Shiqin

166 C p.
artikel
83 Simplified analytical solution for time dependent deformation of soft soil improved with pervious column considering load transfer between column and soil Doan, Sam

166 C p.
artikel
84 SPH implementation of a critical state-based hypoplastic model for granular materials in large-deformation problems Zhu, Chengwei

166 C p.
artikel
85 The influence of particle shape on crushing pattern and energy dissipation within a pressurized sand damper Karimipetanlar, Mehrdad

166 C p.
artikel
86 Towards an error indicator-based h -adaptive refinement scheme in kinematic upper-bound limit analysis with the presence of seepage forces Zheng, Xiangcou

166 C p.
artikel
87 Transfer learning for collapse warning in TBM tunneling using databases in China Li, Jinhui

166 C p.
artikel
88 Two-phase modelling of erosion and deposition process during overtopping failure of landslide dams using GPU-accelerated ED-SPH Zhou, Mingjun

166 C p.
artikel
89 Ultimate bearing capacity of strip footings on Hoek-Brown rock slopes – A stress characteristics solution Nandi, Shibsankar

166 C p.
artikel
90 Updated Lagrangian nonlocal general particle dynamics for large deformation problems Yin, Peng

166 C p.
artikel
91 Vertical drain aided consolidation and solute transport Huangfu, Zhihao

166 C p.
artikel
                             91 gevonden resultaten
 
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