Cyclic lateral response and failure mechanisms of semi-rigid pile in soft clay: centrifuge tests and numerical modelling

Y Hong, B He, LZ Wang, Z Wang… - Canadian …, 2017 - cdnsciencepub.com
Previous studies on laterally loaded piles in clay have mainly focused on flexible and rigid
piles. Little attention has been paid to semi-rigid piles (whose pile–soil stiffness lies …

A hypoplastic constitutive model for clays

D Mašín - International Journal for numerical and analytical …, 2005 - Wiley Online Library
This paper presents a new constitutive model for clays. The model is developed on the basis
of generalized hypoplasticity principles, which are combined with traditional critical state soil …

A hypoplastic constitutive model for clays with meta-stable structure

D Ma ín - Canadian geotechnical journal, 2007 - cdnsciencepub.com
On présente dans cet article un nouveau modèle hypoplastique pour des argiles avec une
métastructure. On propose une nouvelle méthode pour l incorporation des effets de structure …

Clay hypoplasticity with explicitly defined asymptotic states

D Mašín - Acta Geotechnica, 2013 - Springer
A new rate-independent hypoplastic model for clays is developed. The model is based on
the recently proposed approach enabling explicit incorporation of the predefined asymptotic …

A hypoplastic model for granular soils incorporating anisotropic critical state theory

Z Yang, D Liao, T Xu - … for Numerical and Analytical Methods in …, 2020 - Wiley Online Library
It is well known that soil is inherently anisotropic and its mechanical behavior is significantly
influenced by its fabric anisotropy. Hypoplasticity is increasingly being accepted in the …

Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays

D Mašín - Engineering Geology, 2013 - Elsevier
A formalism for double structure hydromechanical coupled modelling of aggregated
unsaturated soils has been developed. Independent coupled hydromechanical models are …

ISA-Hypoplasticity accounting for cyclic mobility effects for liquefaction analysis

W Fuentes, T Wichtmann, M Gil, C Lascarro - Acta Geotechnica, 2020 - Springer
The hypoplastic model for sands proposed by Wolffersdorff (Mech Cohes Frict Mater 1: 251–
271, 1996) combined with the intergranular strain anisotropy by Fuentes and Triantafyllidis …

Automated calibration of advanced soil constitutive models. Part II: hypoplastic clay and modified Cam-Clay

T Kadlíček, T Janda, M Šejnoha, D Mašín, J Najser… - Acta Geotechnica, 2022 - Springer
This paper introduces an automated deterministic method for the calibration of the Modified
Cam-Clay and hypoplastic clay model. The calibration is structured in a hierarchical order …

Constitutive model for monotonic and cyclic loading on anisotropic clays

W Fuentes, D Mašín, J Duque - Géotechnique, 2021 - icevirtuallibrary.com
In the present work, a constitutive model for anisotropic clays is proposed and evaluated
under monotonic and cyclic loading. To that end, the hypoplastic model for anisotropic clays …

Investigation of effects of different construction sequences on settlement and load transfer mechanism of single pile due to twin stacked tunnelling

MA Soomro, M Kumar, H **ong, DA Mangnejo… - … and Underground Space …, 2020 - Elsevier
Construction of tunnels in urban cities may induce excessive settlement and tilting of nearby
existing pile foundations. Various studies reported in the literature have investigated the …