Fleckenstein, L. J., Rister, B., & Allen, D. L. (1998). Evaluation of Wall Structures in Kentucky (Report No. KTC-97-10). Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/41771
Fleckenstein, L. J., B. Rister, and D. L. Allen. Evaluation of Wall Structures in Kentucky. Report no. KTC-97-10. Federal Highway Administration, 1998. https://rosap.ntl.bts.gov/view/dot/41771.
Fleckenstein, L. J., et al. Evaluation of Wall Structures in Kentucky. Federal Highway Administration, 1998, Report no. KTC-97-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/41771.
Approximately 209 retaining wall structures were visually evaluated under this study for long-term performance. The inspection included concrete crib, single-barrel and double-barrel culvert wing walls, metal bin, gabion, rigid concrete, Keystone block, tiedback, mechanically stabilized earth (MSE), TechWall, and sound walls. Significant structural distress was observed in several of the wall systems. This report discusses the performance of each wall system and makes recommendations on the future use of these systems.
Fleckenstein, L. J., Rister, B., & Allen, D. L. (1998). Evaluation of Wall Structures in Kentucky (Report No. KTC-97-10). Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/41771
Fleckenstein, L. J., B. Rister, and D. L. Allen. Evaluation of Wall Structures in Kentucky. Report no. KTC-97-10. Federal Highway Administration, 1998. https://rosap.ntl.bts.gov/view/dot/41771.
Fleckenstein, L. J., et al. Evaluation of Wall Structures in Kentucky. Federal Highway Administration, 1998, Report no. KTC-97-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/41771.
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