SCALE EFFECT ASPECTS FOR CORRELATION OF CPT DATA IN FOUNDATION ANALYSIS AND DESIGN

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ESLAMI A.; ZIAABADI M.; TAMIMI M.; REZAZADEH S.

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Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2014 | Volume:46 | Issue:1 Page(s): 33-35

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Title

SCALE EFFECT ASPECTS FOR CORRELATION OF CPT DATA IN FOUNDATION ANALYSIS AND DESIGN

Author(s)

ESLAMI A. | ZIAABADI M. | TAMIMI M. | REZAZADEH S. | Issue Writer Certificate

Keywords

SCALE EFFECTQ2

CONE PENETRATION TESTQ2

PILEQ3

STATIC LOAD TESTQ2

FRICTION RESISTANCE (FS)Q2

Abstract

The CONE PENETRATION TEST (CPT) is the most applicable in-situ tests in geotechnical practice, due to its simple, fast, reliable, and economical nature. The SCALE EFFECTs between the PILE to resistance and CPT cone is studied by different researchers, so the effects of these factors are not taken in creating a relation between CPT sleeve friction and PILE shaft resistance. The main purpose of this research is studying these effects on shaft resistance. The shear strain due to CPT sounding and PILE load tests and the SCALE EFFECT aspects between CPT and PILE related to the shear strain levels were studied. Excess pore pressure effects in fine grained soils generated due to the rate of penetration was individually considered.This database consists of 42 case histories of PILE load tests including the CPT profile, derived from different sites that have been used for evaluation of the current approaches. In this paper, the proposed method for determining the shaft bearing capacity, with considering SCALE EFFECTs was evaluated and compared with four methods including: Clisby et al. (1978), Tumay and Fakhroo (1981), Price and Wardle (1982), and Takesue et al. (1998). The results of analysis by the proposed method demonstrate good accuracy in comparison with the other methods for estimating the shaft capacity.

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APA: Copy

ESLAMI, A., ZIAABADI, M., TAMIMI, M., & REZAZADEH, S.. (2014). SCALE EFFECT ASPECTS FOR CORRELATION OF CPT DATA IN FOUNDATION ANALYSIS AND DESIGN. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 46(1), 33-35. SID. https://sid.ir/paper/395219/en

Vancouver: Copy

ESLAMI A., ZIAABADI M., TAMIMI M., REZAZADEH S.. SCALE EFFECT ASPECTS FOR CORRELATION OF CPT DATA IN FOUNDATION ANALYSIS AND DESIGN. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2014;46(1):33-35. Available from: https://sid.ir/paper/395219/en

IEEE: Copy

A. ESLAMI, M. ZIAABADI, M. TAMIMI, and S. REZAZADEH, “SCALE EFFECT ASPECTS FOR CORRELATION OF CPT DATA IN FOUNDATION ANALYSIS AND DESIGN,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 46, no. 1, pp. 33–35, 2014, [Online]. Available: https://sid.ir/paper/395219/en

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