Results 21 to 30 of about 468 (145)
An EVP Double‐Yield Nonstationary Flow Surface Model for Soft Clay
Advances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022 According to experimental findings, soft clay has compression and shear creep. The goal of the study is to develop an elastic‐viscoplastic (EVP) model for the viscous behavior of soft clay. The new EVP model is deduced from the associated flow rule, Yin’s double‐yield surface theory, and the critical state soil mechanics. The nonstationary flow surface
Liucheng Chang +3 more
wiley +1 more source
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 45, Issue 16, Page 2321-2370, November 2021., 2021 Abstract This study is aimed at developing an anisotropic elastoplastic constitutive model for geomaterials at finite strain and its stress calculation algorithm based on the fully implicit return‐mapping scheme. The Cam‐clay plasticity model is adopted as a specific prototype model of geomaterials.
Yuki Yamakawa +7 more
wiley +1 more source
Reloading in barodesy employing the asymptotic state boundary surface
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 45, Issue 14, Page 2113-2129, 10 October 2021., 2021 Abstract The reloading behaviour of the soil is dominated by effects of the recent deformation history as well as by the overall stress history, indicated by overconsolidation. The stiffness of an overconsolidated soil is higher than the stiffness of normally consolidated soil.
Manuel Bode +2 more
wiley +1 more source
Applied Sciences, 2022 This paper regards soft rock as a heavily overconsolidated clay and proposes a new fractional elastoplastic model to describe its temperature-dependent mechanical behaviour.
Hai-Chao Li +3 more
doaj +1 more source
Advances in Civil Engineering, Volume 2021, Issue 1, 2021., 2021 Train‐induced vibration is increasingly attracting people’s concern nowadays. In the coastal areas, many metro tunnels are built in the soft deposits, so the train‐induced vibration effect is more serious. Nevertheless, the existing research studies mainly focus on the dynamic responses in the tunnel or on the ground surface while vibration ...
Qiang Huang +5 more
wiley +1 more source
Advances in Civil Engineering, Volume 2020, Issue 1, 2020., 2020 To better control the strength and deformation of the roadbed, a constitutive model of rockfill was established based on property‐dependent plastic potential theory for geomaterials. The effect of the particle gradation on the anisotropy was described in the model.
Xuefeng Li +4 more
wiley +1 more source
Ductile damage evolution law for proportional and non-proportional loading conditions [PDF]
Fracture and Structural Integrity, 2019 The characterization of ductile damage evolution, and its description, have been the object of extensive research in the continuum damage mechanic field.
Riccardo Fincato +2 more
doaj +1 more source
Journal of Rock Mechanics and Geotechnical Engineering, 2023 The non-isothermal deformation of soft mudrocks or clay soils is one of the most critical issues in energy and environmental related geotechnics. Clay-related geomaterials hold complex microstructure and mineral composition, which brings difficulty in ...
Mohammadhossein Sojoudi, Biao Li
doaj +1 more source
Numerical analysis of drained compression behavior of fiber-reinforced sand based on a soil skeleton structure concept [PDF]
, 2022 Reinforcing soils with tension resisting elements is an alternative soil improvement technique confirmed by a series of experimental studies. Fiber reinforcement has advantages in increasing the soil strength and improving the stability of geo-structures.
Ganiev, Jakhongirbek +2 more
core +1 more source
Meso to macro connections to capture fatigue damage in cemented materials [PDF]
, 2023 Available online 16 August 2023Fatigue-induced damage is a common issue in cemented materials, involving the progressive formation and complicated propagation of fatigue cracks.
Bodin, D. +5 more
core +1 more source