AirTricity Sterling City, Texas
Project Description:Formerly known as the McDonald Wind Farm, this project includes the construction of 57 1.5 MW Wind Turbines. Construction began in June 2006. Kleinfelder provided a complete geotechnical report that included geotechnical parameters for all 57 planned turbines including: Wenner earth resistivity array tests, thermal resistivity tests, evaluation of corrosion potentials and seismic refraction surveys for dynamic modulus parameters. Consultations also were provided during the foundation design phase of the project to aid in determining an economic foundation system for the turbines.
Client Issues
- The challenges imposed upon the project consisted of a variable subsurface condition predominately of soft to moderately hard fossiliferous limestone bedrock, low availability of water for core drilling and harsh environmental conditions. Due to the lack of water for wet rotary drilling, air rotary was chosen for this project. This type of drilling technique usually produces poor core run recoveries and low rock quality designation, which in-turn produces conservative engineering recommendations for foundation designs.
- With the cost of the foundations approximately $4,500.00 per each foot of excavation, the client expressed its desire to economize the embedment depths. In an effort to reduce the cost of the foundations, Kleinfelder performed vertical seismic profiling to determine the subgrade shear modulus and appropriate rotational stiffness values as an aid in determining the required embedment depths for the foundations. The outcome of the analyses indicated that most foundations would only require five feet of excavation, therefore, saving the client in excessive foundation costs.
Kleinfelder's Role Kleinfelder provided a complete geotechnical report.
Client Benefits Kleinfelder's expertise with soil/structure interaction supported the use of a revolutionary rock anchor foundation system developed and patented by Patrick & Henderson. This foundation system reduces the size of the foundation system, therefore reducing the overall cost of the project.
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