Results 291 to 300 of about 24,156 (348)
Some of the next articles are maybe not open access.
Behavior of Laterally Loaded Piles Installed in Layered Soils with a Soft Clay Layer
Transportation Infrastructure Geotechnology, 2023Amr Eldawoody +2 more
semanticscholar +1 more source
Analysis of laterally loaded piles in sloping ground using a modified strain wedge model
Computers and geotechnics, 2019This paper proposes a modified strain wedge model for the analysis of laterally loaded piles in sloping ground. The proposed model allows the assessment of the soil resistance along the pile and describes the stress-strain behaviour of the soils using a ...
Wenzhe Peng +4 more
semanticscholar +1 more source
Design of Laterally Loaded Piles
2013Single piles such as signposts and lampposts and pile groups that support bridge piers and offshore construction operations are constantly subjected to significant natural lateral loads (such as wind loads and wave induced loads) (Figure 8.1). Lateral loads also can be introduced on piles due to artificial causes such as ship impacts.
openaire +1 more source
Load–deflection analysis of laterally loaded piles in unsaturated soils
Acta Geotechnica, 2022M. Ghazavi +2 more
semanticscholar +1 more source
Piles’ load distribution in pile raft and pile group under lateral loading
Marine Georesources & Geotechnology, 2023Irfan Jamil +5 more
openaire +1 more source
Behavior of Laterally Loaded Piles: II-Pile Groups
Journal of the Soil Mechanics and Foundations Division, 1971An elastic analysis is presented for the horizontal displacement and rotation of a laterally loaded pile group and the distribution of horizontal forces within the group. The interaction between two identical equally loaded piles is analyzed first, and the increases in displacement and rotation of the piles, in relation to the single pile values, are ...
openaire +1 more source
Ultimate lateral load resistance of laterally loaded pile
2009Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
openaire +1 more source

