Results 131 to 140 of about 226,308 (321)
Dissipated energy in undrained cyclic triaxial tests [PDF]
Energy-based methods are an emerging tool for the evaluation of liquefaction potential. These methods relate excess pore water pressure build-up to seismic energy dissipated per unit volume.
Azeiteiro, RJN+3 more
core
The formation of CDM haloes I: Collapse thresholds and the ellipsoidal collapse model
In the excursion set approach to structure formation initially spherical regions of the linear density field collapse to form haloes of mass $M$ at redshift $z_{\rm id}$ if their linearly extrapolated density contrast, averaged on that scale, exceeds ...
Aaron D. Ludlow+52 more
core +1 more source
ABSTRACT The paper addresses the numerical calculation of multi‐axial fatigue crack propagation in ductile materials under proportional and non‐proportional cyclic loading conditions. The analysis is based on a phase field fracture theory proposed in earlier work, which describes crack propagation on the basis of the evolution of plastic strain.
Aris Tsakmakis+2 more
wiley +1 more source
The article presents the Mohr – Coulomb plasticity condition modified by incorporating a third parameter depending on sample axial deformation value for which sliding planes are formed and developed under triaxial compression.
A.S. Aleksandrov, A.L. Kalinin
doaj
ABSTRACT During the excavation of a deep‐buried tunnel by the drilling and blasting method, the dynamic stress of blasting may cause the disorderly release of high energy in the rock mass during the blasting process of deep high‐energy rock. Blasting vibration is one of the main factors inducing dynamic disasters (such as rockbursts) in the surrounding
Chao Ren+5 more
wiley +1 more source
Probabilistic Assessment of Soil Shear Strength Parameters Using Triaxial Test Results
According to the currently valid standards, bearing resistance can be calculated applying direct informationalstatistic method which includes probabilistic models of margin of resistance Z = R – E.
Jonas Amšiejus, Neringa Dirgėlienė
doaj
Closed‐Form Hypoplastic Solutions for Normally Consolidated Soil in Element Tests
ABSTRACT The hypoplastic theory has gained significant attraction in the geomechanics community for constitutive modeling and numerical simulation. However, the absence of an analytical benchmark for numerical simulations incorporating the hypoplastic model remains a notable gap. This study revisits the basic hypoplastic model for normally consolidated
Chengwei Zhu+3 more
wiley +1 more source
A DEM Model for Assessing the Mechanical Effects of CO2 Alteration in a Carbonate Rock
ABSTRACT CO2 injection in the subsurface is considered an option to improve oil and gas production and, more recently, to store CO2. Consequently, there is a need to better understand the interactions between CO2 and rock deposits. Among the primary deposit candidates are carbonate rocks.
Marcelo De Simone+2 more
wiley +1 more source
A Simplified Model to Predict the Repeated Shear Strain during the Cyclic Triaxial Test by Using an Elastic Coefficient-Damping Ratio System [PDF]
Darn-Horng Hsiao+2 more
openalex +2 more sources
Abstract The dynamics of fluid flow within faults plays a critical role in the evolution of fault strength through the seismic cycle. The key processes that control how fluids affect fault slip behavior are the evolution of fault porosity and fluid recharge and drainage during slip that, in turn, determine dilational strengthening or compaction ...
R. Affinito+4 more
wiley +1 more source