SOIL – HYBRID PILE INTERACTION UNDER LATERAL LOAD

Autor:	Krzysztof Trojnar
Rok vydání:	2015
Předmět:	Engineering Structural load business.industry Numerical analysis Quantitative assessment Bending moment Spatial system Rigidity (psychology) Geotechnical engineering Structural engineering Pile business Displacement (fluid)
Zdroj:	Journal of Civil Engineering, Environment and Architecture. :435-446
ISSN:	2300-8903 2300-5130
DOI:	10.7862/rb.2015.208
Popis:	The paper presents stability problems of horizontally loaded piles in the three dimensional state of strain. The results obtained are based on works including assessment of interaction between the soil and pile and field investigation of pile as well as on numerical analyses in the spatial system of soil-pile interaction. The author’s numerical analysis of hybrid pile shows greater lateral rigidity due to the effective interaction between the pile and soil within a definite range of displacement caused by lateral load. Based on piles embedded in cohesionless soil the phenomena occurring in the soil were identified and a quantitative assessment of the pile displacement caused by Lateral force and bending moment was carried out.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::2b8bc536804e4f81111962afef0c88e4 https://doi.org/10.7862/rb.2015.208 Zobrazit plný text záznamu