Experimental Study of the Excavation Using Pile-Anchorage System

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ABDOLLAHI M.; BOLOURI BAZAZ J.

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Journal: Ferdowsi Civil Engineering Year:2019 | Volume:31 | Issue:4 Page(s): 79-96

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Information Journal Paper

Title

Experimental Study of the Excavation Using Pile-Anchorage System

Author(s)

ABDOLLAHI M. | BOLOURI BAZAZ J. | Issue Writer Certificate

Keywords

Laboratory StudyQ2

ExcavationQ2

AnchorQ1

Ground SettlementQ1

Wall DeflectionQ1

Abstract

In this paper, a Laboratory Study of the Bored Pile Retaining Wall with Anchorage Bracing in sandy soils has been conducted. To this end, the physical modeling in laboratory condition was used. The results of the experiments suggest that the ratio of maximum lateral displacement of wall to the depth of Excavation ( H hm  / ) is in the range of 0. 145% to 0. 51%. Also, the ratio of maximum ground surface settlement to the depth of Excavation ( H vm  / ) is estimated in the range of 0. 11% to 0. 76. Furthermore, this study investigated the location of maximum lateral displacement of the walls, the ground surface settlement pattern to be used in laboratory studies and determination of the depth of penetration pile.

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APA: Copy

ABDOLLAHI, M., & BOLOURI BAZAZ, J.. (2019). Experimental Study of the Excavation Using Pile-Anchorage System. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 31(4 ), 79-96. SID. https://sid.ir/paper/196011/en

Vancouver: Copy

ABDOLLAHI M., BOLOURI BAZAZ J.. Experimental Study of the Excavation Using Pile-Anchorage System. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2019;31(4 ):79-96. Available from: https://sid.ir/paper/196011/en

IEEE: Copy

M. ABDOLLAHI, and J. BOLOURI BAZAZ, “Experimental Study of the Excavation Using Pile-Anchorage System,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 31, no. 4 , pp. 79–96, 2019, [Online]. Available: https://sid.ir/paper/196011/en

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