Results 21 to 30 of about 26,563 (284)
This is a systematic literature review of quantitative sustainability assessments, focusing on life cycle sustainability assessment (LCSA), of bio-mediated and bio-inspired ground improvement technologies applied to geologic hazard mitigation.
Aisha Faruqi +2 more
doaj +1 more source
Effect of moisture on mechanical behavior of granular material in initial laboratory and mechanical tests [PDF]
In this article authors present results of initial laboratory tests and further numerical analyses using finite element method (FEM) and back - calculation method.
Grygierek, Marcin +1 more
core +1 more source
Contribution to the knowledge of early geotechnics during the twentieth century: Ralph Peck [PDF]
Ralph B. Peck (1912–2008), graduate and doctor of philosophy in civil engineering (1934 and 1937 respectively) from the Rensselaer Polytechnic Institute, was one of the major contributors to the development of geotechnics in the twentieth century.
A. Lara-Galera +2 more
doaj +1 more source
Revisiting the thermodynamics of hardening plasticity for unsaturated soils [PDF]
A thermodynamically consistent extension of the constitutive equations of saturated soils to unsaturated conditions is often worked out through the use a unique 'effective' interstitial pressure, accounting equivalently for the pressures of the ...
Alonso +47 more
core +5 more sources
Information systems in geotechnics [PDF]
The article considers the information modeling of buildings together with the foundation within the information system and the stages of its implementation.
Diveev Aleks, Boldyrev Gennadii
doaj +1 more source
Empirical assessment of the critical time increment in explicit particulate discrete element method simulations [PDF]
This contribution considers the critical time increment (〖∆t〗_crit) to achieve stable simulations using particulate discrete element method (DEM) codes that adopt a Verlet-type time integration scheme.
O'Sullivan, C, Otsubo, M, Shire, T
core +2 more sources
The importance of accurate time-integration in the numerical modelling of P-wave propagation [PDF]
The numerical dissipation characteristics of the Newmark and generalised-α time-integration schemes are investigated for P-wave propagation in a fully saturated level-ground sand deposit, where higher frequencies than those for S-waves are of concern ...
Kontoe, S +3 more
core +1 more source
Necessity of formation of the uniform concept of maintenance of development of the megalopolises, combining building of aboveground and underground complexes is shown.
Makarov Vladimir, Makishin Valery
doaj +1 more source
Plastic waste (PW) constitutes a nuisance to our environment despite several efforts to reduce, reuse and recycle it. This study experimentally explores the possibility of storing plastic waste within a cement-stabilised soil that can be used as a road ...
Isaac Akinwumi +3 more
doaj +1 more source
Numerical evaluation of the pipe-pile buckling during vibratory driving in sand [PDF]
The buckling of steel pipe piles during vibratory driving is numerically studied using the Multi-Material Arbitrary Lagrangian-Eulerian (MMALE) method. This method handles the large soil deformations that occur during pile driving and other geotechnical ...
Aubram, Daniel +3 more
core +1 more source

