Results 41 to 50 of about 82 (62)
Calculating Pile Downdrag: Experimental and Numerical Investigations [supporting datasets]
University Transportation Centers Program2021ZIPDatasetLin, HaiyunChen, ShengliAlqrinawi, HusseinLouisiana State University (Baton Rouge, La.)Transportation Consortium of South-Central States (Tran-SET) University Transportation Center for Region 6United
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Calculating Pile Downdrag: Experimental and Numerical Investigations
University Transportation Centers Program2021PDFTech ReportLin, HaiyunChen, ShengliAlqrinawi, HusseinLouisiana State University (Baton Rouge, La.)Transportation Consortium of South-Central States (Tran-SET) University Transportation Center for Region ...
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Liquefaction Induced Downdrag and Dragload from Full-Scale Tests
Spencer R. Strand +2 more
core +1 more source
Dragload and neutral plane of a pile embedded into a consolidating ground
Sun, TK, Yan, RWM
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Slip effect at the pile–soil interface on dragload
Negative skin friction is perhaps one of the most common problems in the design of pile foundations in soft soils. The development of dragload on single piles and piles in groups in consolidating ground was investigated from 2D and 3D elasto-plastic ...
Sangseom Jeong
exaly +2 more sources
Field Study of Downdrag and Dragload of Bored Piles in Consolidating Ground
This paper reports a field study on the downdrag and dragload of two pairs of bored piles installed in consolidating ground in the Zhejiang coastal area, China.
L Z Wang, C W W Ng
exaly +2 more sources
Dragload and downdrag performances of inclined pile group embedded in consolidating soil
Gangqiang Kong
exaly +2 more sources
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Dong Su, W M Yan
exaly +2 more sources
Centrifuge and numerical modeling of axial load effects on piles in consolidating ground
This paper reports the results of four centrifuge model tests that were undertaken to investigate behavior of floating piles subjected to negative skin friction (NSF) and to study effects of axial load on the load-transfer mechanism along single floating
Charles Wang Wai Ng, C F Leung
exaly +2 more sources

