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Design Standard 13 Design Standards No. 13 Embankment Dams Chapter 19: Geotextiles Phase 4 Final U.S. Department of Interior Bureau of Reclamation June 2014 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Design Standards Signature Sheet Design Standards No. 13 Embankment Dams DS-13(19)-1: Phase 4 Final June 2014 Chapter 19: Geotextiles Foreword Purpose The Bureau of Reclamation (Reclamation) design standards present technical requirements and processes to enable design professionals to prepare design documents and reports necessary to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Compliance with these design standards assists in the development and improvement of Reclamation facilities in a way that protects the public’s health, safety, and welfare; recognizes needs of all stakeholders; and achieves lasting value and functionality necessary for Reclamation facilities. Responsible designers accomplish this goal through compliance with these design standards and all other applicable technical codes, as well as incorporation of the stakeholders’ vision and values, that are then reflected in the constructed facilities. Application of Design Standards Reclamation design activities, whether performed by Reclamation or by a non-Reclamation entity, must be performed in accordance with established Reclamation design criteria and standards, and approved national design standards, if applicable. Exceptions to this requirement shall be in accordance with provisions of Reclamation Manual Policy, Performing Design and Construction Activities, FAC P03. In addition to these design standards, designers shall integrate sound engineering judgment, applicable national codes and design standards, site-specific technical considerations, and project-specific considerations to ensure suitable designs are produced that protect the public’s investment and safety. Designers shall use the most current edition of national codes and design standards consistent with Reclamation design standards. Reclamation design standards may include exceptions to requirements of national codes and design standards. Proposed Revisions Reclamation designers should inform the Technical Service Center, via Reclamation’s Design Standards Web site notification procedure, of any recommended updates or changes to Reclamation design standards to meet current and/or improved design practices. Chapter Signature Sheet Bureau of Reclamation Technical Service Center Design Standards No. 13 Embankment Dams Chapter 19: Geotextiles DS-13(19)-1:1 Phase 4 Final June 2014 Chapter 19 – Geotextiles is an existing chapter within Design Standards No. 13 and was revised to include: • Detailed descriptions and photographs of geotextile materials • Expanded discussions of geotextile functions • Updated design criteria for filtration and drainage • Discussions of slope stability concerns for riprap placed on geotextiles • Geotextile embankment reinforcement design methods • Detailed discussions of geotextile storage and handling • Recommended methods for installation and covering geotextiles • An appendix with examples of projects using geotextiles 1 DS-13(19)-1 refers to Design Standards No. 13, chapter 19, revision 1. Contents Page 19.1 Introduction ........................................................................................ 19-1 19.1.1 Purpose ............................................................................. 19-1 19.1.2 Scope ................................................................................ 19-1 19.1.3 Deviations from Standard ................................................ 19-2 19.1.4 Revisions of Standard ...................................................... 19-2 19.1.5 Applicability .................................................................... 19-2 19.2 Geotextile Materials ........................................................................... 19-2 19.2.1 Glossary ........................................................................... 19-3 19.2.2 Geotextile Fabrics ............................................................ 19-6 19.2.2.1 Woven Geotextiles ....................................... 19-6 19.2.2.2 Nonwoven Geotextiles ................................. 19-8 19.2.2.3 Knitted Geotextiles .................................... 19-12 19.2.2.4 Geotextile Roll Dimensions ....................... 19-13 19.3 Functions of Geotextiles .................................................................. 19-13 19.3.1 Filtration ......................................................................... 19-15 19.3.1.1 Seepage Flow ............................................. 19-16 19.3.1.2 Soil Retention............................................. 19-17 19.3.1.3 Geotextile Permeability ............................. 19-17 19.3.2 Drainage ......................................................................... 19-19 19.3.3 Separation ...................................................................... 19-21 19.3.4 Reinforcement ................................................................ 19-22 19.3.5 Protection ....................................................................... 19-23 19.3.6 Erosion Control .............................................................. 19-23 19.4 Design Procedures ........................................................................... 19-25 19.4.1 Geotextile Filter Design ................................................. 19-27 19.4.1.1 Filtration and Drainage Requirements ....... 19-34 19.4.1.2 Soil Boundary Conditions .......................... 19-34 19.4.1.3 Retention Criterion..................................... 19-35 19.4.1.4 Permeability Criteria .................................. 19-38 19.4.1.5 Nonclogging Criteria ................................. 19-41 19.4.1.6 Durability and Strength Requirements ....... 19-44 19.4.2 Geotextile Drainage Design ........................................... 19-46 19.4.2.1 Geotextile Transmissivity .......................... 19-46 19.4.3 Geotextile Design for Separation Applications ............. 19-48 19.4.3.1 Design Criteria ........................................... 19-48 19.4.3.2 Geotextile as Separation Between Embankment and Riprap........................ 19-49 19.4.3.3 Geotextile Separation Between Gravel Drain and Downstream Embankment Shell ....................................................... 19-54 19.4.3.4 Design for Separation – Protective Layer ...................................................... 19-54 19.4.3.5 Design for Separation – Toe Drains........... 19-54 DS-13(19)-1 June 2014 19-i Contents (continued) Page 19.4.4 Geotextile Reinforcement Design .................................. 19-58 19.4.4.1 Geosynthetic Reinforcement Strength ....... 19-59 19.4.4.2 Embankment Foundation Reinforcement ........................................ 19-60 19.4.4.3 Slope Reinforcement .................................. 19-62 19.4.4.4 Geosynthetic Reinforced Walls ................. 19-67 19.5 Storage and Handling ....................................................................... 19-71 19.6 Installation........................................................................................ 19-74 19.6.1 Subgrade Preparation and Approval .............................. 19-74 19.6.2 Deployment .................................................................... 19-76 19.6.3 Seaming.......................................................................... 19-79 19.6.4 Covering ......................................................................... 19-81 19.7 Quality Control and Quality Assurance ........................................... 19-87 19.8 Laboratory Testing of Geotextiles ................................................... 19-89 19.8.1 ASTM Test Standards .................................................... 19-89 19.8.2 Geosynthetics Research Institute Test Methods ............ 19-90 19.9 References ........................................................................................ 19-91 19.10 Additional Reading .......................................................................... 19-95 Tables Table Page 19.2-1 General comments on polymers used in geotextile manufacture............................................................................. 19-3 19.3-1 Functions of geotextiles in different locations in an earth dam ........................................................................................ 19-14 19.4-1 Systematic approach to geotextile design (adapted from Perloff and Baron, 1976)....................................................... 19-26 19.4.1-1 Important criteria and properties – filtration and drainage applications ........................................................................... 19-28 19.4.1-3-1 Geotextile particle retention criteria for dense soil and steady seepage ....................................................................... 19-36 19.4.1.3-2 Geotextile filtration properties ................................................. 19-37 19.4.1-5 Typical values for permittivity and permeability of geotextiles ............................................................................
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