Experimental Investigating of Unsupported Excavation Considering Its Effect on a Nearby Axially Loaded Pile

Experimental Investigating of Unsupported Excavation Considering Its Effect on a Nearby Axially Loaded Pile

An experimental model is used to simulate the loss of soil lateral confinement due to excavation nearby an individual axially loaded pile. The effects of various parameters, such as the horizontal distance of excavation, depth of excavation and pile slenderness ratios are investigated. The experimen...

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Chi tiết về thư mục
Những tác giả chính:	Ala Nasir Al-Jorany, Prof. Dr., Ghusoon Sadik Al-Qaisee, Ass. Lect.
Định dạng:	Bài viết
Ngôn ngữ:	English
Được phát hành:	University of Baghdad 2016-06-01
Loạt:	Journal of Engineering
Những chủ đề:	excavation, axially loaded pile, deflection, settlement, bending moment
Truy cập trực tuyến:	http://joe.uobaghdad.edu.iq/index.php/main/article/view/201

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