All Outputs (7)

Influence of vertical loading on behavior of laterally loaded foundation piles: A review (2020)
Journal Article

The majority of installed offshore wind turbines are supported on large-diameter, open-ended steel pile foundations, known as monopiles. These piles are subjected to vertical and lateral loads while in service. In current design practice, interaction... Read More about Influence of vertical loading on behavior of laterally loaded foundation piles: A review.

Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock (2020)
Journal Article

In this paper, an empirical relationship between the Unconfined Compressive Strength (UCS) of intact rock and the unit shaft resistance of piles penetrating rock is investigated. A growing number of civil engineering projects are utilizing steel pile... Read More about Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock.

Factors Influencing the Prediction of Pile Driveability Using CPT-Based Approaches (2020)
Journal Article

This paper investigates the applicability of Cone Penetration Test (CPT)-based axial capacity approaches, used for estimating pile static capacity, to the prediction of pile driveability. An investigation of the influence of various operational param... Read More about Factors Influencing the Prediction of Pile Driveability Using CPT-Based Approaches.

Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations (2020)
Journal Article

A vibration-based scour monitoring approach applicable to bridges with multiple simply supported spans on shallow foundations is experimentally investigated in this paper. A monitoring strategy based on the relative changes in pier mode shape amplitu... Read More about Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations.

A framework for assessing the value of information for health monitoring of scoured bridges (2020)
Journal Article

© 2020, Springer-Verlag GmbH Germany, part of Springer Nature. It is generally accepted that climate change is leading to increased frequency of extreme weather events worldwide, and this is placing heavier demands on an already aging infrastructure-... Read More about A framework for assessing the value of information for health monitoring of scoured bridges.

Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge (2020)
Journal Article

The influence of scour on the lateral response of monopile foundations for offshore wind turbines is investigated in this paper. Application of lateral load-displacement (p-y) curves to predict the lateral pile behaviour is subject to uncertainty as... Read More about Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge.

Centrifuge modeling of the impact of local and global scour erosion on the monotonic lateral response of a monopile in sand (2020)
Journal Article

Copyright © 2020 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. The majority of offshore wind turbines are founded on large-diameter, open-ended steel monopiles. Monopiles must resist lateral loads and ov... Read More about Centrifuge modeling of the impact of local and global scour erosion on the monotonic lateral response of a monopile in sand.