Jones creek retaining walls at pecan lakes

Our engineers evaluated the causes of distress in the Jones Retaining Wall System following the flooding from Hurricane Harvey and assessed statements made by other engineers regarding distress causation. Once the investigation commenced, Bryant performed the following:
- a site investigation, - drainage capacity analysis of the Retaining Wall System, - rotational stability analysis of lower sheet-pile wall, - global stability analysis of System, - evaluated the on-site soil properties - analysis of Harvey’s impact on Jones Creek, - and HEC-RAS modeling