Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
《岩土工程学报》是一份国际期刊，致力于出版和传播地球工程的基础和应用研究--一个涉及土壤和岩石等岩土材料的跨学科领域。报道强调地质力学模型及其工程应用之间的相互作用。该杂志发表了关于地质力学基本概念的原创研究论文，以及基于实验、分析和/或数值方法的地质工程中的新应用。该杂志的主要目的是促进对地质材料现象和过程背后的基本机制的理解，从地球科学中发生的千米级问题到纳米级问题，以及它们对地球工程的潜在影响。该杂志致力于及时报告和存档该领域的进展，向编辑提交研究论文、评论文章、简短笔记和信件。
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
