{"id":224739,"date":"2024-10-19T14:36:16","date_gmt":"2024-10-19T14:36:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-533-5r-2020\/"},"modified":"2024-10-25T08:22:44","modified_gmt":"2024-10-25T08:22:44","slug":"aci-533-5r-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-533-5r-2020\/","title":{"rendered":"ACI 533.5R 2020"},"content":{"rendered":"
The worldwide trend in construction is toward mechanization and automation. This trend has led to continued rapid progress of mechanized tunneling. Advantages over conventional tunnel construction methods include, but are not limited to, occupational health and safety, faster advance rates, and reducing construction labor requirements. Mechanized tunneling in soft ground using tunnel boring machines is often associated with installing precast concrete segmental lining. However, very little industry-wide guidance has been provided by practice and code organizations. This document provides guidelines for precast concrete tunnel segments, including the most recent developments and practical experience, in addition to information on all aspects of design and construction. These guidelines are based on the knowledge and the experience gained on numerous precast tunnel projects in the United States, and available national and international guidelines often used as industry references. Keywords: design; durability; fiber; gasket; joint; lining; precast; segment; tolerance; tunnel.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | 533.5R-20.pdf TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Scope <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 3\u2014DESIGN PHILOSOPHY AND SEGMENTAL RING GEOMETRY 3.1\u2014Load and resistance factor design 3.2\u2014Governing load cases and load factors 3.3\u2014Design approach <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 3.4\u2014Segmental ring geometry and systems <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | CHAPTER 4\u2014DESIGN FOR PRODUCTION AND TRANSIENT STAGES <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 5\u2014DESIGN FOR CONSTRUCTION\u00a0STAGES <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.1\u2014Tunnel boring machine thrust jack forces <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.2\u2014Tail skin back grouting pressure <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.3\u2014Localized back grouting (secondary grouting) pressure 5.4\u2014TBM backup load <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | CHAPTER 6\u2014DESIGN FOR FINAL SERVICE\u00a0STAGEs <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.1\u2014Earth pressure, groundwater, and surcharge\u00a0loads <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.2\u2014Longitudinal joint bursting load <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 6.3\u2014Loads induced due to additional distortion <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 6.4\u2014Other loads <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | CHAPTER 7\u2014DETAILED DESIGN CONSIDERATIONS 7.1\u2014Concrete strength and reinforcement <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 7.2\u2014Concrete cover 7.3\u2014Curing 7.4\u2014Reinforcement spacing <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 7.5\u2014Fiber reinforcement <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | CHAPTER 8\u2014TESTS AND PERFORMANCE\u00a0EVALUATION <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | CHAPTER 9\u2014DESIGN FOR SERVICEABILITY\u00a0LIMIT STATE 9.1\u2014Verification for SLS in tunnel segments 9.2\u2014Stress verification 9.3\u2014Deformation verification <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 9.4\u2014Cracking verification <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | CHAPTER 10\u2014DESIGN OF SEGMENT GASKET 10.1\u2014Gasket materials <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 10.2\u2014Water pressure and gasket design <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 10.3\u2014Gasket relaxation and factor of safety 10.4\u2014Tolerances and design for required gap\/offset <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 10.5\u2014Gasket load-deflection 10.6\u2014Gasket groove design <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 10.7\u2014New development in gasket systems <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | CHAPTER 11\u2014CONNECTION DEVICES AND FASTENING SYSTEMS 11.1\u2014Bolts, dowels, and guiding rods 11.2\u2014Design of connection device for gasket pressure <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 11.3\u2014Latest developments in joint connection systems 11.4\u2014Fastening systems to segments <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | CHAPTER 12\u2014TOLERANCES, MEASUREMENT, AND DIMENSIONAL CONTROL 12.1\u2014Production tolerances <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 12.2\u2014Measurement and dimensional control <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 12.3\u2014Test ring and dimensional control frequency <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 12.4\u2014Construction tolerances <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | CHAPTER 13\u2014REPAIR OF DEFECTS CHAPTER 14\u2014DURABILITY 14.1\u2014Conventional degradation mechanisms in tunnel linings <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 14.2\u2014Stray current corrosion in segmental tunnel\u00a0linings <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 14.3\u2014Mitigation methods for stray current corrosion <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 14.4\u2014Durability under coupling multi-degradation factors <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 14.5\u2014Prescriptive-based approaches <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | CHAPTER 15\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI 533.5R-20: Guide for Precast Concrete Tunnel Segments<\/b><\/p>\n |