Results 61 to 70 of about 102,844 (192)
Hydro and geomechanical stability assessment of the bund wall bottom slope of the Dniprovsk tailing dump [PDF]
, 2018 Purpose. The objective is to assess the stability of bund wall components of a hydro-technical structure under the conditions of a tailing dump which hydrodynamic mode has been disrupted during operation.
Soroka, Yu, Tishkov, V, Tymoshchuk, V
core +1 more source
THE CONSISTENCY CONDITIONS FOR DENSITY LIMITS OF HYPOPLASTIC CONSTITUTIVE LAW
TASK Quarterly, 2000 The so called phase diagram of grain skeletons illustrates the range of possible void ratios between the pressure dependent bounds ei and et. It can be shown that in the framework of the actual hypoplastic model these bounds can be surpassed by ...
ANDRZEJ NIEMUNIS +2 more
doaj
EXPANSION OF A CYLINDRICAL CAVITY IN SAND
TASK Quarterly, 2000 The paper presents numerical solution to the problem of the symmetric quasi-static large-strain expansion of a cylindrical cavity in sand. The boundary value problem is solved with the use of a constitutive equation of hypoplasticity calibrated for a ...
VOLODIA A. OSINOV, ROBERTO CUDMANI
doaj
Pile-Soil Interaction in Unsaturated Soil Conditions [PDF]
, 2014 The degree of saturation has been proven to significantly affect geotechnical engineering designs for foundations. The changes in water content will influence the way the soil behaves, including its strength and stiffness parameters.
Hamilton, Megan
core +2 more sources
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake [PDF]
, 2017 Twenty years have passed from the most recent studies about the dynamic behavior of the leaning Tower of Pisa. Significant changes have occurred in the meantime, the most important ones concerning the soil-structure interaction.
Akkar +19 more
core +2 more sources
Advances in Civil EngineeringGold mine tailings (GMTs) pose significant environmental challenges, and while alkali-activated materials (AAMs) have been widely used as sustainable alternatives to Portland cement for stabilizing geotechnical materials, further research is needed to ...
Zhenkai Pan +5 more
doaj +1 more source
Analysis of Soil-Structure Interaction Effects of NPP Structures on Nonhomogeneous Subsoil [PDF]
, 2019 This paper describes the soil-structure interaction (SSI) effects to the Nuclear Power Plant (NPP) structure with reactor VVER-1200. The simplified 1D and numerical 3D FE models of the nonhomogeneous subsoil are investigated.
Králik, Juraj, Králik, Juraj jr.
core +1 more source
The Protective Effect of Isolation Piles on Deformation of Adjacent Existing Railways
Advances in Civil EngineeringThe isolation pile is the main measure used to reduce the mutual influence between neighboring projects in engineering. In response to the issue of the protective effect of isolation pile technology on the deformation of adjacent existing railway ...
Ying Yang +5 more
doaj +1 more source
Determination of consistency limits of clay by means of extrusion tests [PDF]
, 2015 The liquid limit of clay is commonly determined through the Casagrande test or the fall-cone test, while the plastic limit is determined through the hand rolling method.
Di Emidio, Gemmina +1 more
core
The Role of Underground Salt Caverns in Renewable Energy Peaking: A Review
EnergiesTo address the inherent intermittency and instability of renewable energy, the construction of large-scale energy storage facilities is imperative. Salt caverns are internationally recognized as excellent sites for large-scale energy storage.
Si Huang +10 more
doaj +1 more source