Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này:
Nhan đề: Behavior of Axially Loaded Pile Groups Subjected to Lateral Soil Movement
Tác giả: Guo, W. D.
Ghee, E. H.
Từ khoá: Pile groups
Axial loads
Lateral loads
Soil analysis
Pile tests
Soil tests
Năm xuất bản: 7/2006
Tóm tắt: Response of a pile due to lateral soil movement and axial load has been investigated extensively by the authors. Typical results deduced from single pile tests in sand are presented previously in terms of effect of pile diameter, soil movement profile, sliding depth and magnitude of axial load. In this paper, a brief description of the apparatus was presented. Results from two model tests were reported, which were conducted on two instrumented pile groups embedded in sand subjected to a uniform lateral soil movement at a sliding depth of 0.57L (L = pile embedment length). Analysis revealed the effect of the direction and depth of soil movement, together with the magnitude of axial load, which are illustrated via profiles of bending moment, shear force, soil reaction, and pile deflection along instrumented piles in groups at various stages.
Mô tả: GeoShanghai International Conference 2006 June 6-8, 2006 | Shanghai, China © 2006 American Society of Civil Engineers
Định danh:
Bộ sưu tập: Báo cáo tiếng nước ngoài

Các tập tin trong tài liệu này:
Tập tin Mô tả Kích thước Định dạng  
691.94 kBAdobe PDFXem truc tuyen

Khi sử dụng các tài liệu trong Thư viện số phải tuân thủ Luật bản quyền.