Lateral load response of steel fiber reinforced concrete model piles in cohesionless soil

It has been long recognized that piles could be damaged under major lateral loading environments. Precautions such as increasing pile dimensions or reinforcement to avoid damages were often proved to be inadequate for satisfactory pile design especially against heavy lateral loads. This fact necessi...

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Veröffentlicht in:	Construction & building materials 2009-02, Vol.23 (2), p.785-794
Hauptverfasser:	Ozden, Gurkan, Akdag, Cihan Taylan
Format:	Artikel
Sprache:	eng
Schlagworte:	Evaluation Lateral load Model pile Reinforced concrete Sand Steel fiber reinforced concrete
Online-Zugang:	Volltext
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