Studia Geotechnica et Mechanica

Complex analysis of uniaxial compressive tests of the Mórágy granitic rock formation (Hungary)

Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope

Construction and Monitoring of Cement/Bentonite Cutoff Walls: Case Study of Karkheh Dam, Iran

Effect of Tunnel Progress on the Settlement of Existing Piled Foundation

Analysis of crack propagation in a “pull-out” test

Strength and Deformation of Sand-Tire Rubber Mixtures (STRM): An Experimental Study

Effects of Surrounding Earth on Shell During the Construction of Flexible Bridge Structures

Penetrative convection due to absorption of radiation in a magnetic nanofluid saturated porous layer

Experimental and statistical analysis of blast-induced ground vibrations (BIGV) prediction in Senegal’s quarry

Effect of settlement of foundations on the failure risk of the bottom of cylindrical steel vertical tanks for liquids

A New Method for the Estimation of Hydraulic Permeability, Coefficient of Consolidation, and Soil Fraction Based on the Dilatometer Tests (DMT)

Influence of Humidity on the Energy of Specific Strain in the Process of Loading Sedimentary Rocks

Effect of randomly distributed polypropylene fiber reinforcement on the shear behavior of sandy soil

Experimental bearing capacity of eccentrically loaded foundation near a slope

Shear Strength Enhancement of Cemented Reinforced Sand: Role of Cement Content on the Macro-Mechanical Behavior

The Consequences of Non-Uniform Founding of Concrete Tank in Weak Wet Subsoil

Axisymmetric Torsion of an Elastic Layer Sandwiched between Two Elastic Half-Spaces with Two Interfaced Cracks

Geotechnical Problems Of The Foundation Of Road Embankments By The Bridge Structures

Analysis of thin-walled beams with variable monosymmetric cross section by means of Legendre polynomials

Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening

Global Stability For Double-Diffusive Convection In A Couple-Stress Fluid Saturating A Porous Medium

Slurry shield tunneling in soft ground. Comparison between field data and 3D numerical simulation

Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands