LABORATORY AND FIELD STUDY OF THE PERFORMANCE OF HELICAL PILES IN SANDY SOIL

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NABIZADEH FARHAD; JANALIZADEH ASSKAR

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Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2016 | Volume:3 | Issue:3 Page(s): 5-15

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Information Journal Paper

Title

LABORATORY AND FIELD STUDY OF THE PERFORMANCE OF HELICAL PILES IN SANDY SOIL

Author(s)

NABIZADEH FARHAD | JANALIZADEH ASSKAR | Issue Writer Certificate

Keywords

BEARING CAPACITYQ2

HELICAL PILESQ2

FIELD AND LABORATORY STUDYQ2

POST GROUTINGQ2

Abstract

Developing different method in construction of deep footing plays a major role in optimized and economized performing of civil projects especially in problematic soils. One of the common types of deep footing is HELICAL PILES which have several advantages such as fast procedure, useful in different soil types, performing without noise and vibration, effective in pressure and tension and etc. In this paper, the performance of 1-helix & 2-helixes and 3-helixes in an un-grouted and grouted with the field and laboratory studies are discussed. Field studies include of HELICAL PILES behavior in sand. Laboratory tests with physical FCV modeling is also carried out on the soil of the site. Grouting effect on HELICAL PILES resistance is evaluated. Comparison load test results with analytical method were compared. Results show that performance cylindrical in sandy soils in HELICAL PILES is not suitable and increasing helical number pile capacity is decreases. Also, after grouting helical pile with three helixes increases more resistant compare to one helix and double helixes.

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APA: Copy

NABIZADEH, FARHAD, & JANALIZADEH, ASSKAR. (2016). LABORATORY AND FIELD STUDY OF THE PERFORMANCE OF HELICAL PILES IN SANDY SOIL. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 3(3), 5-15. SID. https://sid.ir/paper/252561/en

Vancouver: Copy

NABIZADEH FARHAD, JANALIZADEH ASSKAR. LABORATORY AND FIELD STUDY OF THE PERFORMANCE OF HELICAL PILES IN SANDY SOIL. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2016;3(3):5-15. Available from: https://sid.ir/paper/252561/en

IEEE: Copy

FARHAD NABIZADEH, and ASSKAR JANALIZADEH, “LABORATORY AND FIELD STUDY OF THE PERFORMANCE OF HELICAL PILES IN SANDY SOIL,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 3, no. 3, pp. 5–15, 2016, [Online]. Available: https://sid.ir/paper/252561/en

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