Article citationsMore>>

Sugimura, Y., Fujiwara, K., Ohgi, T. and Karkee, M.B. (1997) Seismic Behaviour of Piles Supporting Tall Buildings and the Consideration of Ground Response Effects in Design. Proceedings of the fourth Conference on Tall Buildings in Seismic Regions, Tall Buildings for the 21st Century, Los Angelos, California, Los Angelos Tall Buildings Structural Design Council and the Council on Tall Buildings and Urban Habtat.

has been cited by the following article:

• TITLE: Axial Load Capacity of Cast in Place Piles from SPT and CPTU Data

  AUTHORS: Ergys Anamali, Neritan Shkodrani, Luisa Dhimitri

  KEYWORDS: Cast in Place Pile, Axial Load Capacity, Standard Penetration Test (SPT), Piezocone Penetration Test (CPTU)

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.2 No.2, May 27, 2014

  ABSTRACT: This paper aims to deal with the assessment of axial load capacity for cast in place pile foundations, which are made by the earth drill method, by using the data taken from Standard Penetration Tests (SPTs) and Piezocone Penetration Tests (CPTUs). These tests were carried out as part of the investigation program for P.N.G. Terminal-Power Plant, near Semani beach, in Hoxhara marsh, in the western part of Albania. The design of axial load capacity of piles is based on empirical formula using SPT and CPTU values. This study presents the results of axial load capacity analysis of cast in place piles by different analytical calculation methods, which are based on in situ tests results, and also referring to the Building Standard Law of Japan. In the end of our work, differences between calculations methods by using different in situ tests results are shown in tables and graphs.