Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0709-7
Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0641-X
Study of the effect of temperature on microbially induced carbonate precipitation
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0758-Y
Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD–DEM study
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00789-8
DEM investigation of installation responses of jacked open-ended piles
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00817-7
Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomography
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00787-W
LOQUAT: an open-source GPU-accelerated SPH solver for geotechnical modeling
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00839-1
Modeling coupled erosion and filtration of fine particles in granular media
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00808-8
A 2D coupled hydro-thermal model for the combined finite-discrete element method
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0653-6
Mechanical behaviour of biocemented sands at various treatment levels and relative densities
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0729-3
XFEM-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexity
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0645-6
Cell-free soil bio-cementation with strength, dilatancy and fabric characterization
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00764-3
Three-dimensional DEM modeling of the stress–strain behavior for the gap-graded soils subjected to internal erosion
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0655-4
Modeling of chemo-hydromechanical behavior of unsaturated porous media: a nonlocal approach based on integral equations
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0679-9
Viscoelastic solutions for stresses and displacements around non-circular tunnels sequentially excavated at great depths
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0634-9
Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0674-1
Quantification of desiccation cracks using X-ray tomography for tracing shrinkage path of compacted expansive soil
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0647-4
A critical state constitutive model for clean and silty sand
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0675-0
Effects of principal stress rotation on wave-induced soil response in a poro-elastoplastic sandy seabed
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00809-7
Investigation of the effect of specific interfacial area on strength of unsaturated granular materials by X-ray tomography
来源期刊:Acta GeotechnicaDOI:10.1007/s11440-019-00765-2
Micromechanism of the diffusion of cement-based grouts in porous media under two hydraulic operating conditions: constant flow rate and constant pressure
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0704-Z
The force exerted by granular flows on slit dams
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00842-6
Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0669-Y
Suffusion evaluation of coarse-graded soils from Rhine dikes
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00782-1
Physical model study on the clay–sand interface without and with geotextile separator
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00763-4
Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0696-8
Centrifuge and numerical modeling of the frost heave mechanism of a cold-region canal
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0710-1
Full-scale linear cutting test in Chongqing Sandstone and the comparison with field TBM excavation performance
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0702-1
A new double-cell system for measuring volume change of a soil specimen under monotonic or cyclic loading
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0629-6
Modelling the transverse behaviour of circular tunnels in structured clayey soils during earthquakes
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0650-9
Statistical assessment of load model accuracy for steel grid-reinforced soil walls
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0638-5
Analysis of the shape effect on the axial performance of a waveform micropile by centrifuge model tests
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0657-2
A unified constitutive model for unsaturated soil under monotonic and cyclic loading
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0754-2
Polymer-modified microbially induced carbonate precipitation for one-shot targeted and localized soil improvement
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0757-Z
Measurement of the deformation of sand in a plane strain compression experiment using incremental digital image correlation
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0676-Z
Laboratory investigation on strengthening behavior of frozen China standard sand
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0648-3
Second-order work in barodesy
来源期刊:Acta GeotechnicaDOI:10.1007/s11440-018-0749-z
Experimental study of soil arching effect under seepage condition
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00769-Y
Discrete element modeling of static liquefaction of shield tunnel face in saturated sand
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00806-W
Implementation of a hydromechanical elastoplastic constitutive model for fully coupled dynamic analysis of unsaturated soils and its validation using centrifuge test results
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0752-4
Estimation of static earth pressures for a sloping cohesive backfill using extended Rankine theory with a composite log-spiral failure surface
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0673-2
Modelling virgin compression line of compacted unsaturated soils
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00767-0
Effect of micro and macro parameters in 3D modeling of grain crushing
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00860-4
An experimental study on the micromechanical behavior of pumice
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00867-X
Hydromechanical reactivation of natural discontinuities: mesoscale experimental observations and DEM modeling
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00791-0
Monitoring of the nano-structure response of natural clay under mechanical perturbation using small angle X-ray scattering and digital image correlation
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00832-8
Use of a non-associated flow rule for determining the stability of a vertical circular excavation
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0633-X
The effect of sudden critical and supercritical hydraulic loads on backward erosion piping: small-scale experiments
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-018-0756-0
Correction to: Numerical investigation of small- and medium-diameter drain wells to stabilise deep landslides
来源期刊:Acta GeotechnicaDOI:10.1007/S11440-019-00800-2
Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins
来源期刊:Acta GeotechnicaDOI:10.1007/s11440-019-00824-8