Foundation Evaluation: Difference between revisions
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“The earth embankment and its foundation must be stable and withstand all anticipated loads without movements leading to failure. Provide measures for adequate seepage control under all anticipated loads.” <ref name="Small Dams">[[Technical Release 210-60: Earth Dams and Reservoirs| Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service, 2019)]]</ref> | “The earth embankment and its foundation must be stable and withstand all anticipated loads without movements leading to failure. Provide measures for adequate seepage control under all anticipated loads.” <ref name="Small Dams">[[Technical Release 210-60: Earth Dams and Reservoirs| Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service, 2019)]]</ref> | ||
"The purpose of conducting an investigation of foundation and earth materials is to obtain information [[about]] these materials for use in analysis, design, [[construction]], and performance monitoring of a structure. The detail of the investigation should be commensurate with the magnitude and type of structure involved, the study being undertaken, and the stage of the project. On all dam projects, the watertightness of the foundations, the suitability of the foundations for the dam and appurtenant structures, and the construction material sources are important geological and [[engineering]] considerations."<ref name="DS13-12">[[Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation) | Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation) (USBR, 2012)]]</ref> | |||
==Types of Foundation Evaluations== | ==Types of Foundation Evaluations== | ||
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==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Rock Foundations (EM 1110-1-2908)|Rock Foundations (EM 1110-1-2908) (U.S. Army Corps of Engineers)]] | {{Document Icon}} [[Rock Foundations (EM 1110-1-2908)|Rock Foundations (EM 1110-1-2908) (U.S. Army Corps of Engineers)]] | ||
{{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation)|Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation) (Bureau of Reclamation)]] | {{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation) | Design Standards No. 13: Embankment Dams (Ch. 12: Foundation and Earth Materials Investigation) (Bureau of Reclamation)]] | ||
{{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting)|Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting) (Bureau of Reclamation)]] | {{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting) | Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting) (Bureau of Reclamation)]] | ||
{{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls)|Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls) (Bureau of Reclamation)]] | {{Document Icon}} [[Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls) | Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls) (Bureau of Reclamation)]] | ||
{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 4- Embankment Dams|Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 4- Embankment Dams (Federal Energy Regulatory Commission)]] | {{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 4- Embankment Dams | Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 4- Embankment Dams (Federal Energy Regulatory Commission)]] | ||
{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs|Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)]] | {{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs | Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)]] | ||
==Trainings== | ==Trainings== |
Revision as of 23:10, 2 November 2022
According to the Association of State Dam Safety Officials (ASDSO), the five most likely causes of dam failures are: overtopping, foundation defects, cracking, inadequate maintenance and upkeep, and piping.[1] In order to prevent a dam failure, a properly designed foundation is essential.
“The earth embankment and its foundation must be stable and withstand all anticipated loads without movements leading to failure. Provide measures for adequate seepage control under all anticipated loads.” [2]
"The purpose of conducting an investigation of foundation and earth materials is to obtain information about these materials for use in analysis, design, construction, and performance monitoring of a structure. The detail of the investigation should be commensurate with the magnitude and type of structure involved, the study being undertaken, and the stage of the project. On all dam projects, the watertightness of the foundations, the suitability of the foundations for the dam and appurtenant structures, and the construction material sources are important geological and engineering considerations."[3]
Types of Foundation Evaluations
The situations below are common issues examined through foundation evaluation:
Best Practices Resources
Rock Foundations (EM 1110-1-2908) (U.S. Army Corps of Engineers)
Design Standards No. 13: Embankment Dams (Ch. 15: Foundation Grouting) (Bureau of Reclamation)
Design Standards No. 13: Embankment Dams (Ch. 16: Cutoff Walls) (Bureau of Reclamation)
Technical Release 210-60: Earth Dams and Reservoirs (Natural Resources Conservation Service)
Trainings
On-Demand Webinar: Foundation Cutoff Walls for Dams and Levees
On-Demand Webinar: Foundation Preparation and Treatment for Dam Construction
On-Demand Webinar: Introduction to Grouting for Dams
Citations:
Revision ID: 4091
Revision Date: 11/02/2022