Rheology and strength of the lithosphere

EB Burov - Marine and petroleum Geology, 2011 - Elsevier
Mechanical properties of lithosphere are of primary importance for interpretation of
deformation at all spatial and time scales, from local scale to large-scale geodynamics and …

Considerations of the dilatancy angle in rocks and rock masses

LR Alejano, E Alonso - International Journal of Rock Mechanics and Mining …, 2005 - Elsevier
The present study responds to the poor treatment given to dilatancy in classical rock
mechanics post-failure problems such as tunnel or mine pillar design. A comprehensive …

Early age mechanical behaviour of 3D printed concrete: Numerical modelling and experimental testing

RJM Wolfs, FP Bos, TAM Salet - Cement and Concrete Research, 2018 - Elsevier
A numerical model was developed to analyse the mechanical behaviour of fresh, 3D printed
concrete, in the range of 0 to 90 min after material deposition. The model was based on a …

New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures

B Alfarah, F López-Almansa, S Oller - Engineering Structures, 2017 - Elsevier
The behavior of reinforced concrete (RC) structures under severe demands, as strong
ground motions, is highly complex; this is mainly due to joint operation of concrete and steel …

Triaxial compression testing on early age concrete for numerical analysis of 3D concrete printing

RJM Wolfs, FP Bos, TAM Salet - Cement and Concrete Composites, 2019 - Elsevier
In 3D concrete printing processes, two competing modes of failure are distinguished:
material failure by plastic yielding, and elastic buckling failure through local or global …

[引用][C] Soil Behaviour and Critical State Soil Mechanics

DM Wood - 1990 - books.google.com
Soils can rarely be described as ideally elastic or perfectly plastic and yet simple elastic and
plastic models form the basis for the most traditional geotechnical engineering calculations …

Influence of non-associated flow rule on passive face instability for shallow shield tunnels

P Li, Y Wei, M Zhang, Q Huang, F Wang - Tunnelling and Underground …, 2022 - Elsevier
This paper aims at analyzing the influence of non-associated flow rule on passive face
instability for shallow shield tunnels. The influence exerted by dilation angle on the limit …

Plasticity

RI Borja - Springer Berlin Heidelberg. doi, 2013 - Springer
One of the first courses I taught at Stanford was Advanced Soil Mechanics. The course title
was accurate in the beginning, but the contents gradually became more and more about …

Modeling brittle failure of rock

V Hajiabdolmajid - Rock Mechanics and Engineering Volume 1, 2017 - taylorfrancis.com
Observations of brittle failure at the laboratory scale indicate that the brittle failure process
involves the initiation, growth, and accumulation of micro-cracks. Around underground …

Numerical modeling of non-planar hydraulic fracture propagation in brittle and ductile rocks using XFEM with cohesive zone method

HY Wang - Journal of Petroleum Science and Engineering, 2015 - Elsevier
With the increasingly wide use of hydraulic fracturing in the petroleum industry, it is essential
to accurately predict the behavior of fracture propagations based on the understanding of …