20.500.12556/DKUM-70479 Acta geotechnica Slovenica Acta geotechnica Slovenica Acta geotechnica Slovenica aims to play an important role in publishing high-quality, theoretical papers from important and emerging areas that will have a lasting impact on fundamental and practical aspects of geomechanics and geotechnical engineering. Acta geotechnica Slovenica publishes papers from the following areas: soil and rock mechanics, engineering geology, environmental geotechnics, geosynthetic, geotechnical structures, numerical and analytical methods, computer modelling, optimization of geotechnical structures, field and laboratory testing. The journal is published twice a year. Namen revije Acta geotechnica Slovenica je objavljanje kakovostnih teoretičnih člankov z novih pomembnih področij geomehanike in geotehnike, ki bodo dolgoročno vplivali na temeljne in praktične vidike teh področij. Acta geotechnica Slovenica objavlja članke s področij: mehanika zemljin in kamnin, inženirska geologija, okoljna geotehnika, geosintetika, geotehnične konstrukcije, numerične in analitične metode, računalniško modeliranje, optimizacija geotehničnih konstrukcij, terenske in laboratorijske preiskave. Članki v reviji so recenzirani s strani priznanih mednarodnih strokovnjakov in zajeti v ustreznih bazah podatkov. Revija redno izhaja dvakrat letno. scientific journals geomechanics geotechnical engineering znanstvene revije geomehanika geotehnika true false true Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru Angleški jezik Slovenski jezik Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru Revija 2018-05-15 09:19:53 2018-05-15 09:20:44 2022-07-23 03:07:49 2019-07-11 18:08:44 2004 0 0 0000-00-00 Zaloznikova Objavljeno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 1854-0171 624.13/.19 2463-7599 215987712 URN:SI:UM:DK:SYGRKY9F http://fgserver3.fg.um.si/journal-ags/ 1 https://dk.um.si/Dokument.php?lang=slv&id=124698 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Introduction Undrained shear strength of saturated cohesive soils depending on consolidation pressure and mineralogical properties Radon anomalies in soil gas caused by seismic activity Back analysis of time-dependet displacement at the Trojane tunnel construction Editorial Green's function for an elastic layer loaded harmonically on its surface Cyclic liquefaction potential of lacustrine carbonate from Julian Alps Development of a conceptual material model for structured materials - S_BRICK Suggestion about determination of the bearing capacity of piles on the basis of CPT sounding tests The anchored pile wall optimization using NLP approach The assesment of pile shaft resistance based on axial strain measurements during the loading test The analysis of permanent deformations of repeatedly loaded gravels from the Mura region New trends in rock mass characterisation for designing geotechnical structures Editorial Ground-sourced energy wells for heating and cooling of buildings Mean grain size as a function of spectral amplitude: a new regression law for marine sediment cores Analytical method for the analysis of stone-columns according to the Rowe dilatancy theory Interactional approach of cantilever pile walls analysis Innovative solution principles of wave problems in horizontaly layered medias Displacements in the exploratory tunnel ahead of the excavation face of Šentvid tunnel The influence of porosity on geomechanical characteristics of snail soil in the Ljubljana Marsh Methods for control of seepage in RCC dams with wathertight and drainage measures Editorial Probing ion dynamics in a clay-water system with dielectric spectroscopy Determination of passive earth pressure using three-dimensional failure mechanism Behaviour of the subway tunnel in Algiers The use of the mesh free methods (radial basis functions) in the modeling of radionuclide migration and moving boundery value problems Editorial Modeling of the stress-strain behavior in hard soils and soft rocks A 3D nonlinear dynamic analysis of a rock-fill dam based on IZIIS software The degree of deterioration of the tunnels of the Prague Metro based on a monitoring assessment The dynamic properties of the snail soil from the Ljubljana marsh Editorial Advances and uncertainties in the design of anchored retaining walls using numerical modelling The limit values and the distribution of three-dimensional passive earth pressures The response of saturated soils to a dynamic load Green's function for tangentialy loaded horizontaly layered half-space Editorial Non-linear finite-element modelling of room and pillar mine workings including the strain-softening behaviour of the rock mass Monitoring and analyses of seismic events at the Velenje coal mine Analysis of concentration and sedimentation of suspended load in the reservoirs Analyses of the suspended-load sedimentation process and its dynamics in reservoirs with high daily oscillations Improvements to the quality of underground water by introducing carbon dioxide Editorial Double diffusive natural convection in a horizontal porous layer with the boundary domain integral method Development and analysis of 3D geological/geomechanical models for pumped hydroelectric power plant Kozjak Optimization of the high safety pillars for the underground excavation of natural stone blocks The development of a “drive-in” filters dewatering system in the Velenje coal mine using finite-element modelling Prediction of the pile behaviour under dynamic loading using embedded strain sensor technology Editorial A laboratory characterization of soils and clay-bearing rocks using the Enslin-Neff water-adsorption test Influence of $K_0$ on the creep properties of marl A microtremor HVSR study of the seismic site effects in the area of the town of Brežice (SE Slovenia) Automatic S-phase arrival identification for local earthquakes Measurement and interpretation of the small strain stifness of Boštanj silty sand The geo-mechanics behaviour of soft marine silts under a nearshore rubble-mound breakwater Editorial Constitutive modeling and computer methods in geotechnical engineering An analysis of the geomechanical processes in coal mining using the Velenje mining method Effect of plasticity and normal stress on the undrained shear modulus of clayey soils Determination of Vs30 for seismic ground classification in the Ljubljana area, Slovenia Editorial Effect of the initial structure on the behaviour of Chlef sand How to test the reliability of instruments used in mirotremor horizontal-to-vertical spectral ratio measurements Load transfer and stress in a piled gravity retaining wall Passive earth pressure determination Approximate expressions for the Green's functions of a semi-infinite, elastic medium The behaviour of a two-componenet back-filling grout used in a tunnel-boring machine Detecting karstic zones during highway construction using ground-penetrating radar A coupled thermo-hydro-mechanical model of expansive clays subjected to heating and hydratation Influence of geosynthetic reinforcement on the shear strength characteristics of two-layer sub-grade Fuzzy-sets decision-support system for geotechnical site soundings Geo-information technology for disaster risk assessment Editorial Analysis of cracked slender-beams on Winkler's foundation using a simplified computational model Lateral resistance of a short rigid pile in a two-layer cohesionless soil Landslide assessment of the Strača basin (Croatia) using machine learning algorithms The stability of the excavation face of shallow civil and mining tunnels Influence of mould suction on the volume - change behaviour of compacted soils during inundation Editorial Lessons learnt from field tests in some potentially unstable slopes in Switzerland Yielding in the isotropic compression of Porto silty sand Shallow-landslide spatial structure interpretation using a multi-geophysical approach Numerical analysis of circular footings on natural clay stabilized with a granular fill A simplified approach to the settlement estimation of piled rafts Editorial Soil liquefaction in the Tone river basin during the 2011 earthquake off the Pacific coast of Tohoku A comparison between conventional triaxial and plane-strain compression on a particulate system using 3D DEM Numerical modeling of floating prefabricated vertical drains in layered soil A new solution for shallow and deep tunnels by considering the gravitational loads Probabilistic study of the phenomenon of crushed grains using the model of Weibull Zeolitization characteristics of fly ashes from wet- and dry- disposal systems Editorial The importance of tensile strength in geotechnical engineering An estimation of the passive pressure against integral bridge abutments considering arching effects Post-liquefaction volume change in micaceous sandy of Old Gediz River Delta Experimental and numerical studies of T-shaped footings Soil-nail wall stability analysis using ANFIS Editorial Atterberg limits in relation to other properties of fine-grained soils On the application of a mixed finite-element approach to beam-soil interaction Prediction of the compaction parameters for coarse-grained soils with fines content by MLA and GEP Evolutionary-based prediction of ε50 for the lateral load-displacement behavior of piles in clay Investigations to establish the influence of the thermal energy field on soil properties Editorial Time-dependent behaviour of reinforced cuts in weathered flysch rock masses Effects of ground granulated blast-furnace slag on the index and compaction parameters of clayey soils Settlement of weakly cemented tufas High safety pillars stability control using EL beam displacement sensors in Lipica II quarry Analytical solutions for one-dimensional consolidation in unsaturated soils considering the non-Darcy law of water flow Formation of meso- and micro-pores in fly-ash zeolites using a three-step activation Editorial Numerical simulation of the pile integrity test on defected piles Determination of the fabric alteration of marine clays Correlation between the point load index, $I_{s(50)}$, and the resistance to unconfined compression in limestone from the comunidad Valenciana, Spain Experimental research on variation of pore water pressure in constant rate of strain consolidation test Estimating piping potential in earth dams and levees using generalized neural networks Design optimization for symmetrical gravity retaining walls Editorial A three-dimensional static numerical model of a complex underground structure in high squeezing ground Influence of the virtual strain rate of noncohesive granular media on the discrete element method Implementation and verification of a geosynthetic-soil interface constitutive model in the Geogrid element of FLAC$^{3D}$ Analysis of a dilatometer test in over-consolidated sediments, basin of the Duero river, Spain Relationship between the compressive and tensile strengths of lime-treated clay containing coconut fibres New computational models for better predictions of the soil-compression index Editorial Numerical simulation of intact rock behaviour via the continuum and Voronoi tesselletion models A stability assessment of coastal cliffs using digital imagery A new method for testing the anti-permeability strength of clay failure under a high water pressure Numerical modeling of the negative skin friction on single vertical and batter pile Reinforced piled embankment for a high-speed railway over soft soil The dry fraction of unsaturated soils Corrosion mechanisms for cemented soils in three different sulfate solutions Empirical correlation between the shear-wave velocity and the dynamic probing heavy test Evaluation of the plastic critical depth in seismic active lateral earth pressure problems using the stress-characteristics method Micro-scale responses of granular materials under different confining pressures using the discrete element method A fundamental study of the performance of X-section cast-in-place concrete single piles Performance of soilnailed and anchored walls based on fieldmonitoring data in different soil conditions in Istanbul A method for predicting the deformation of swelling clay soils and designing shallow foundations that are subjected to uplifting Use of a Perth sand penetrometer (PSP) device to determine the engineering parameters of sands Modeling of a geocell-reinforced pavement GNSS monitoring of geologically demanding areas A comparison of linear and nonlinear seismic tunnel-ground interaction analyses A practical method for the optimal design of continuous footing using ant-colony optimization Rheological properties of marine sediments from the port of Koper Evaluation of dynamic soil pressures acting on rigid culverts Effects of the particle shape and size of sands on the hydraulic conductivity Quality control for the construction of a tailings dam Assessments of the hydraulic conductivity for predicting the swelling characteristics of compacted expansive soils Determining the grain size distribution of granular soils using image analysis 3D response of an excavation adjacent to buildings supported by inclined struts Stress-dilatancy behavior of sand incorporating particle breakage Prediction of California Bearing Ratio (CBR) and Compaction Characteristics of granular soil Numerical study of the dynamic active lateral earth pressure coefficient of cohesive soils Impacts of different factors on seepage and land uplift due to compressed-air injection Critical setback distance for a footing resting on slopes Shear modulus of a saturated granular soil derived from resonant-column tests Engineering properties of tropical clay and bentonite modified with sawdust An unsaturated-soils approach to the bearing capacity of foundation structures A simplified approach to estimating the soil stress distribution due to a single pile Effects of particle characteristics on the shear strength of calcareous sand Shear modulus of clay-sand mixtures using bender element test A geostress measurement method based on an integrated drilling and optical microscopic imaging system Evaluation of the constriction size reduction of granular filters due to upstream cohesive base-soil erosion Effect of particle roundness and morphology on the shear failure mechanism of granular soil under strip footing A simplified method to analyze pile-supported and geosynthetic-reinforced embankments and the influence significance analysis of the design parameters Modified coefficient of subgrade reaction to laterally loaded piles A general analytical solution to the one-dimensional consolidation problem for unsaturated soil under various loading conditions 0 0 0