Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Karlis Caucis"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 169:436-454
A set of simple finite-element modelling procedures that can be used to estimate the load–settlement behaviour of continuous helical displacement (CHD) piles in sand is presented. The approach makes use of a stress- and strain-dependent non-linear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67cd0234934e71f6f095aacf9fbaf759
https://doi.org/10.1680/jgeen.15.00132
https://doi.org/10.1680/jgeen.15.00132
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 169:421-435
The continuous helical displacement (CHD) pile is an auger displacement pile developed in the UK. It has performance characteristics of both displacement and non-displacement piles due to the way in which it is installed. Based on field experience, i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db612c8ca08fea0738da864251f40619
https://doi.org/10.1680/jgeen.15.00131
https://doi.org/10.1680/jgeen.15.00131
Publikováno v:
Géotechnique. 65:429-441
Structure–soil–structure interaction between adjacent structures, which may occur in densely populated urban areas, has received little attention compared to the soil–structure interaction of single isolated structures. Additionally, recent ear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d967550bc714ca1db83e611f11716f2c
https://doi.org/10.1680/geot.sip.14.p.059
https://doi.org/10.1680/geot.sip.14.p.059
Publikováno v:
Géotechnique. 63:1230-1244
Shallow embankment slopes are commonly used to support elements of transport infrastructure in seismic regions. In this paper, the seismic performance of such slopes in non-liquefiable granular soils is considered, focusing on permanent movement and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f06747f93af62f6428040325a785c88c
https://doi.org/10.1680/geot.12.p.149
https://doi.org/10.1680/geot.12.p.149
Autor:
Xiao Dong Zheng, Qian-qing Zhang, Jonathan Knappett, Wei Cui, John Ross Jeffrey, Karlis Caucis, Michael E. Brown, Shi Min Zhang, Jonathan David Ball
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 170:186-187
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dec266621891ebbb88698f9e4291bb0f
https://doi.org/10.1680/jgeen.16.00216
https://doi.org/10.1680/jgeen.16.00216