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1. Dynamic load tests on small diameter auger piles with modified tip / Provas de carga dinâmica em estacas escavadas de pequeno diâmetro com ponta modificada
Auger pile foundations have been widely employed for light to medium loads. As the executive process cant avoid the degradation of the bottom excavation in situ soil properties, the only reliable resistance is a lateral friction parcel. However, these tip piles, many times, reaches relatively resistant strata and cant take advantage from these strata qua
Publicado em: 2006