Indexed in: SCIE - Science Citation Index Expanded, JCR – Journal Citation Reports / Science Edition, ICONDA - The international Construction database, GeoRef
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. It 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.
  • 1. article A. F. Cabalar et al. Shear modulus of clay-sand mixtures using bender element test Bender-element (BE) tests were conducted on clay-sand mixtures to investigate the variation of small strain-shear modulus (Gmax) with the sand content and the physical characteristics (size, shape) of the sand grains in the mixtures. Three different gradations (0.6–0.3 mm, 1.0–0.6 mm and ...
  • 2. article J. Wang et al. A geostress measurement method based on an integrated drilling and optical microscopic imaging system Conventional geostress measurement methods are limited by deficiencies including the measurable depth, the complexity, and the long duration of operation. To address these problems and achieve the measurement of geostress in deep wells under ...
  • 4. article B. K. Ghalehjough et al. Effect of particle roundness and morphology on the shear failure mechanism of granular soil under strip footing This study investigates the effect of particles roundness and morphology on the shear failure mechanism of soil. A strip footing was modeled under laboratory conditions. Calcareous soil was tested with three roundness classes angular, rounded and well-rounded shapes with sizes of ...
  • 5. article L. Feicheng et al. A simplified method to analyze pile-supported and geosynthetic-reinforced embankments and the influence significance analysis of the design parameters A simplified method for evaluating a pile-supported embankment reinforced with geosynthetic (PGRS embankment) is proposed in this paper. The method ...
  • 7. article J. Li et al. A general analytical solution to the one-dimensional consolidation problem for unsaturated soil under various loading conditions A general analytical solution is developed for the onedimensional consolidation problem of unsaturated soil under various time-dependent loading conditions based on a differential transformation method (DTM). In particular, analytical solutions are obtained for different ...

Vol. 15
ISSN 1854-0171

  • 3. article S. Azirou et al. Evaluation of the constriction size reduction of granular filters due to upstream cohesive base-soil erosion This study is devoted to filter-constrictions analysis and its application with respect to void and constrictions reduction during soil filtration. The experimental investigation involves combined Hole Erosion-Filtration tests using several soils and filters ...
  • 6. article A. Gurbuz Modified coefficient of subgrade reaction to laterally loaded piles An accurate prediction of the load capacity of a laterally loaded pile at a permissible displacement is an important concern at the design stage. In contrast to many sophisticated methods, Broms’ method based on moment equilibrium has been preferred by engineers to predict the load capacities of laterally loaded piles due to ...