{"id":79051,"date":"2024-10-17T18:28:28","date_gmt":"2024-10-17T18:28:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784408599-2007\/"},"modified":"2024-10-24T19:38:56","modified_gmt":"2024-10-24T19:38:56","slug":"asce-9780784408599-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784408599-2007\/","title":{"rendered":"ASCE 9780784408599 2007"},"content":{"rendered":"
Daniel and Koerner provide technical guidance for ensuring construction quality control and assurance of geosynthetics used to contain waste.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Chapter 1. Introduction to Waste Containment 1.1 Introduction <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 1.2 Waste Generation <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.3 Regulations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 1.4 A Generalized Waste-Containment System <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 1.5 Natural Soil Components <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1.6 Geosynthetic Components <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1.7 Geosynthetic Clay Liners <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 1.8 Other Components of Waste Containment Systems <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 1.9 Importance of CQC\/CQA <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1.10 Cost of CQA <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 1.11 References <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Chapter 2. Manufacturing Quality Assurance (MQA) and Construction Quality Assurance (CQA) Concepts and Overview 2.1 Introduction <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2.2 Responsibility and Authority <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.3 Personnel Qualifications 2.4 Written MQA\/CQA Plan <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 2.5 Documentation <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 2.6 Meetings <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 2.7 Sample Custody <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 2.8 Weather 2.9 Work Stoppages 2.10 References <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Chapter 3. Compacted Clay Liners 3.1 Introduction and Background <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 3.2 Critical Construction Variables That Affect Clay Liners <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 3.3 Field Measurement of Water Content and Dry Unit Weight <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 3.4 Recommended Procedure for Developing Water Content\u2013Density Specification <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 3.5 Inspection of Borrow Sources before Excavation <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 3.6 Inspection during Excavation of Borrow Soil <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 3.7 Preprocessing of Materials <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 3.8 Placement of Loose Lift of Soil <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 3.9 Remolding and Compaction of Soil <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 3.10 Protection of Compacted Soil <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | 3.11 CQA Procedures for Test Pads <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | 3.12 Final Approval 3.13 References <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Chapter 4. Geomembranes 4.1 Types of Geomembranes and Their Formulations <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | 4.2 Manufacturing <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | 4.3 Handling <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 4.4 Seaming and Joining <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | 4.5 Protection and Backfilling <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | 4.6 Complete System (Sheet and Seams) Leak Prevention <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 4.7 References <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Chapter 5. Geosynthetic Clay Liners 5.1 Types and Composition of Geosynthetic Clay Liners <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | 5.2 Manufacturing <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 5.3 Handling <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | 5.4 Installation <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | 5.5 Backfilling or Covering <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | 5.6 Exposed Geomembrane Covered GCLs <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | 5.7 References <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Chapter 6. Soil in Drainage and Alternative Cover Systems 6.1 Introduction and Background 6.2 Material Composition <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | 6.3 Material Gradation <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | 6.4 Control of Materials <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | 6.5 Location of Borrow Sources <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | 6.6 Processing of Materials 6.7 Placement <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | 6.8 Compaction <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | 6.9 Protection <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | 6.10 Alternative Final Covers <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | 6.11 References <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Chapter 7. Geosynthetic Drainage Systems 7.1 Overview 7.2 Geotextiles as Filters and Separators <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | 7.3 Geotextiles as Protection Materials <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | 7.4 Geonets and Geonet\u2013Geotextile Geocomposites <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | 7.5 Other Types of Drainage Geocomposites <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | 7.6 References <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Chapter 8. Vertical Cutoff Walls 8.1 Introduction 8.2 Types of Vertical Cutoff Walls <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | 8.3 Construction of Slurry Trench Cutoff Walls <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | 8.4 Other Types of Cutoff Walls 8.5 Hydraulic Conductivity <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | 8.6 Specific CQA Requirements <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | 8.7 Postconstruction Tests for Continuity 8.8 References <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | Chapter 9. Ancillary Materials, Appurtenances, and Other Details 9.1 Plastic Pipe (Also Known as \u201cGeopipe\u201d\u009d) <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | 9.2 Sumps, Manholes, and Risers <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | 9.3 Liner System Penetrations <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | 9.4 Anchor Trenches <\/td>\n<\/tr>\n | ||||||
348<\/td>\n | 9.5 Access Ramps <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | 9.6 Geosynthetic Reinforcement Materials <\/td>\n<\/tr>\n | ||||||
354<\/td>\n | 9.7 Erosion-Control Materials <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | 9.8 References <\/td>\n<\/tr>\n | ||||||
360<\/td>\n | Index A B C <\/td>\n<\/tr>\n | ||||||
361<\/td>\n | D E F G <\/td>\n<\/tr>\n | ||||||
362<\/td>\n | H I L M N O P <\/td>\n<\/tr>\n | ||||||
363<\/td>\n | R S T U V W <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | About the Authors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Waste Containment Facilities<\/b><\/p>\n |