{"id":82699,"date":"2024-10-18T03:07:58","date_gmt":"2024-10-18T03:07:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ieee-691-1985\/"},"modified":"2024-10-24T19:51:05","modified_gmt":"2024-10-24T19:51:05","slug":"ieee-691-1985","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ieee\/ieee-691-1985\/","title":{"rendered":"IEEE 691 1985"},"content":{"rendered":"
New IEEE Standard – Inactive – Withdrawn. Withdrawn Standard. Withdrawn Date: Jun 27, 1991<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover Page <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Title Page <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Participants <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1. Overview 1.1 SCOPE 1.2 SYSTEM DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.3 OTHER CONSIDERAtIONS <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 2. LOADING AND PERFORMANCE CRITERIA 2.1 LOADING <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 2.2 FOUNDATION PERFORMANCE CRITERIA AND STRUCTURE TYPES <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 3. Subsurface investigation and selection of geotechnical design parame ters 3.1 General 3.2 Phases of investigation <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 3.3 Types of boring samples <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 3.4 Soil and rock classification <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 3.5 Engineering properties <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 4. DESIGN OF SPREAD FOUNDATIONS 4.1 STRUCTURAL APPLICATIONS <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 4.2 ANALYSIS <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 4.3 TRADITIONAL DESIGN METHODS <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 4.4 CONSTRUCTION CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 4.5 GENERAL FOUNDATION CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 5. DESIGN OF DRILLED SHAFT AND DIRECT EMBEDMENT FOUNdatIONS 5.1 Types of foundations <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 5.2 Structural applications <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 5.3 Drilled concrete shaft foundations <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 5.4 Direct embedment foundations <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 5.5 Precast-prestressed, hollow concrete shafts and steel casings 5.6 Design and construction considerations <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 6. Design of pile foundations <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 6.1 Pile types and orientation <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 6.2 Pile stresses <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 6.3 Pile capacity <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 6.4 Pile deterioration <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | 6.5 Construction considerations 7. Design of anchors 7.1 Anchor types <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 7.2 Anchor application <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | 7.3 Design analysis <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | 7.4 Group effect 7.5 Grouts <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | 7.6 Construction considerations <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 8. LOAD TESTS 8.1 INTRODUCTION <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | 8.2 Instrumentation <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | 8.3 Scope of test program <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Annex A (informative) Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" IEEE Trial-Use Guide for Transmission Structure Foundation Design<\/b><\/p>\n |