Zobrazeno 1 - 10
of 265
pro vyhledávání: '"Hai-Sui Yu"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 3, Pp 596-607 (2020)
To provide precise prediction of tunnelling-induced deformation of the surrounding geomaterials, a framework for derivation of rigorous large-strain solutions of unified spherical and cylindrical cavity contraction is presented for description of con
Externí odkaz:
https://doaj.org/article/33c7efc46aea4e94b7887e38fd4927be
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 3, Pp 464-480 (2019)
This paper is prepared in honour of Professor E.T. Brown for his outstanding contributions to rock mechanics and geotechnical engineering and also for his personal influence on the first author's research career in geomechanics and geotechnical engin
Externí odkaz:
https://doaj.org/article/cc6560e50db14c569f31d5c072269662
Publikováno v:
Marine Georesources & Geotechnology. 41:576-587
Publikováno v:
Canadian Geotechnical Journal. 59:239-253
This paper presents an experimental study on the pullout behaviour of inclined shallow plate anchors subjected to axial pull in sand. The 1g model tests were performed to examine the effects of anchor inclination and sand–anchor interface condition
Autor:
Hai-Sui Yu, John P. Carter
Publikováno v:
Géotechnique. :1-7
The problem of cavity expansion from zero radius has no characteristic length and therefore possesses a similarity solution, in which the cavity pressure remains constant and the continuing deformation is geometrically self-similar. In this case, the
Publikováno v:
Acta Geotechnica. 17:2325-2346
Publikováno v:
Computers and Geotechnics. 160:105516
Autor:
Hai-Sui Yu, David Connolly
Publikováno v:
Geotextiles and Geomembranes. 49:688-696
A method to calculate the elastic shakedown limit of transportation systems (e.g. pavements and railways) supported by geogrid reinforced soils is presented. For the first time, lower-bound shakedown theory is combined with a strength-based geogrid s
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:4548-4575
This paper presents rigorous analytical solutions for cavity contraction analysis of a thick-walled cylinder/sphere after an arbitrary magnitude of expansion. Closed-form solutions are given for th...