ISSN: 1861-1125

Journal Guideline

Acta Geotechnica Q1 Unclaimed

Springer Verlag Germany

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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. Indexed by SCOPUS, Ulrich´s, MetaPress, Swets Informatin Services, Thomson Gale, IngentaConnect and Springerlink. An international journal on basic and applied research in geoengineeringExplores the mechanical, physical, hydraulic and thermal properties of geomaterials as multiphase mediaDraws on applications in geoengineering, including foundation, dam, mining, tunneling, geohazard, geoenvironmental and petroleum engineeringPresents research papers, review articles, short notes and letters to the editors91% of authors who answered a survey reported that they would definitely publish or probably publish in the journal again It has an SJR impact factor of 2,067.

Type: Journal

Type of Copyright:

Languages: English

Open Access Policy: Open Choice

Type of publications:

Publication frecuency: -

Categories: Earth and Planetary Sciences (miscellaneous) (Q1) Geotechnical Engineering and Engineering Geology (Q1)

Price

2690 €

Inmediate OA

NPD

Embargoed OA

0 €

Non OA

Metrics

2,067

SJR Impact factor

68

H Index

416

Total Docs (Last Year)

588

Total Docs (3 years)

22652

Total Refs

3930

Total Cites (3 years)

586

Citable Docs (3 years)

6.48

Cites/Doc (2 years)

54.45

Ref/Doc

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Aims and Scope

Best articles by citations

Analysis of resistance factors for LFRD of soil nail walls against external stability failures

Why the OCR may reduce the small strain shear stiffness of granular materials?

Numerical analysis of soil pipe effects on hillslope water dynamics

Characterization of the mechanical properties of a claystone by nano-indentation and homogenization

A locally conservative finite element framework for the simulation of coupled flow and reservoir geomechanics

Modeling of the simple shear deformation of sand: effects of principal stress rotation

Computations of uplift capacity of pile anchors in cohesionless soil

Adaptive finite element analysis of cone penetration in clay

Effect of rod friction on vane shear tests in very soft organic harbour mud

Instrumented nanoindentation and 3D mechanistic modeling of a shale at multiple scales

A p-y curve model for laterally loaded XCC pile in soft clay

Impact force to a rigid obstruction from a granular mass sliding down a smooth incline

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An elastoplastic constitutive model for frozen saline coarse sandy soil undergoing particle breakage

Experimental and discrete element modeling studies of the trapdoor problem: influence of the macro-mechanical frictional parameters

Validation of discrete element method by simulating a 2D assembly of randomly packed elliptical rods

Pressuremeter test parameters of a compacted illitic soil under thermal cycling

Investigation of the change in soil fabric during cone penetration in silt using 2D measurements

Thermal conductivity measurements of road construction materials in frozen and unfrozen state

Nanochemo-mechanical signature of organic-rich shales: a coupled indentation-EDX analysis

Evaluating the overconsolidation ratios and peak friction angles of granular soil deposits using noninvasive seismic surveying

Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading

Shearing characteristics of SCP-inserted clay specimens in triaxial compression test

A failure criterion for cross-anisotropic soils considering microstructure

Capillary interaction-induced rolling resistance between elliptical particles and its influence on grain column length at pendular state