H-M Bearing Capacity of Cone-Shaped Foundation for Onshore Wind Turbine under Monotonic Horizontal Loading
In this paper, monotonic horizontal loading tests were carried out to study the bearing capacity of the cone-shaped foundation in marine fine sand. With load-controlled methods, the horizontal load was applied to the rod of cone-shaped foundation at loading eccentricity ratios of 5.0, 6.0, and 7.0....
Main Authors: | GuoQi Xing, ChangJiang Liu, ShanShan Li, Wei Xuan |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2019-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/3409561 |
Similar Items
-
Numerical modelling of onshore wind turbine gravity foundations susceptible to cyclic soil degradation
by: Seymour, Steven
Published: (2019) -
Capacity of Cone-Shaped Hollow Flexible Reinforced Concrete Foundation (CHFRF) in Sand under Horizontal Loading
by: Shanshan Li, et al.
Published: (2020-01-01) -
Performance and Bearing Behavior of Foundations for Offshore Wind Turbines
by: Yang, Xu, Yang
Published: (2018) -
Numerical Simulation Research on the Horizontal Bearing Capacity of Rock-Socketed Piles for Offshore Wind Turbines
by: ZHANG Li, et al.
Published: (2021-09-01) -
A Novel Tripod Concept for Onshore Wind Turbine Towers
by: Charis J. Gantes, et al.
Published: (2021-09-01)