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A. B. Dan, D. D. Steven, W. T. Robert and A. L. Carlos “Design and Construction of Continuous Flight Auger (CFA) Piles,” Geotechnical Engineering Circular No. 8. April Office of Technology Application Office of Engineering/Bridge, Division Federal Highway Administration, US Department of Transportation, Washington DC, 2007, pp. 33-65.

has been cited by the following article:

• TITLE: New Method for Prediction Pile Capacity Executed by Continuous Flight Auger (CFA)

  AUTHORS: Wael N. Abd Elsamee

  KEYWORDS: Soil; Pile Capacity; Flight Auger (CFA); End Bearing Pile; Pile Load

  JOURNAL NAME: Engineering, Vol.5 No.4, April 29, 2013

  ABSTRACT: A study of piles is quit complex and the estimation of carrying capacity is calculated from theoretical formula and load test results. The design resistance may be calculated using conventional static pile design theory. The pile founding depths should be predetermined before installation from a site geotechnical investigation. To ascertain the field performance and estimate load carrying capacities of piles, in-situ pile load tests should be conducted. In this study, field pile load test data is analyzed to estimate the ultimate load for end bearing piles. The investigated site is about 100 × 110 m located in Alexandria, Egypt. Geotechnical investigations at the site are carried out to a maximum depth of 45 m. Four borings have been done in field. The tests are conducted at the site for two skelton structure buildings to be constructed on raft foundation rested on piles executed by continuous flight auger. Four pile load tests are performed on 600 mmdiameters and 27 mlengths. Ultimate capacities of piles are determined according to different methods. It is concluded that the percentage of friction load carried by the shaft along the pile length is about 46% of total load while the percentage of load carried by the end bearing is 54% of total load. A new proposed method by the author is presented to calculate the ultimate capacity of pile from pile load test. The proposed method depends on the settlement of pile without taken into consideration the elastic deformation. An empirical formula is presented from the relationship between stress and settlement of pile due to friction and end bearing only after deducting the elastic deformation. However, the obtained results for the ultimate capacity of end bearing piles are considered to be more accurate than other methods. The proposed method appears to give bitter results that agrees well with the theoretical predictions. The proposed method is easier, quicker and more reliable.