Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Golnaz Alipour Esgandani"'
Autor:
Seyedamir Tavakoli Taba, Payam Rahnamayie Zekavat, Golnaz Alipour Esgandani, Xiangyu Wang, Leonhard Bernold
Publikováno v:
International Journal of Distributed Sensor Networks, Vol 11 (2015)
The population growth, technological improvements, and the need for repairing old or installing new utilities result in a high demand for trenching and drilling activities. However, penetrating the subsurface incurs the risk of damaging existing unde
Externí odkaz:
https://doaj.org/article/dc1584f6069c471789106ceb43664b5c
Autor:
Daniel Dias-da-Costa, David Airey, Yixiang Gan, Gwénaëlle Proust, Abbas El-Zein, Shunzhi Chen, Bowei Yu, Yifei Gao, Golnaz Alipour Esgandani
Publikováno v:
Acta Geotechnica. 16:3741-3760
Clay minerals and clayey soils have been extensively researched over the last century leading to a rich and still evolving corpus of knowledge on clay chemistry, microstructure and macroscopic behaviour. Clay has the ability, under certain conditions
Publikováno v:
Proceedings of International Structural Engineering and Construction. 9
Discrete Element Modeling (DEM) is a powerful method to simulate macro and micromechanical features of granular soils and is commonly used for modelling the changes in pore water pressure and particle breakage under high pressures. Breakage of partic
Publikováno v:
International Journal of Geomechanics. 21
This paper presents a generalized yet simple mapping rule for image point identification in 3D bounding surface plasticity (BSP) models. It is based on the determination of the correct loc...
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 43:1919-1955
A fully coupled flow-deformation model for cyclic elasto-plastic analysis of multiphase porous media
Publikováno v:
Japanese Geotechnical Society Special Publication. 7:541-548
Publikováno v:
Japanese Geotechnical Society Special Publication. 7:450-455
Publikováno v:
International Journal of Geomechanics. 20
Numerical analyses have been widely used to investigate the stability of deep excavations. The results of this type of analyses rely on the constitutive model that is adopted for the analy...
Publikováno v:
International Journal of Geomechanics. 20
A viscoplastic model is presented for creep and strain rate behavior of soils with particular reference to capturing drained, undrained, primary, and tertiary creep. The model is formulate...
Publikováno v:
Mechanics of Materials. 145:103395
The capacity for self-healing of fractures in geomaterials, especially clay, is a well-documented phenomenon that is important in many problems encountered in geotechnical and geo-environmental engineering (e.g., foundation design, slope stability, w