{"id":81076,"date":"2024-10-17T18:51:03","date_gmt":"2024-10-17T18:51:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ieee-977-2011\/"},"modified":"2024-10-24T19:45:37","modified_gmt":"2024-10-24T19:45:37","slug":"ieee-977-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ieee\/ieee-977-2011\/","title":{"rendered":"IEEE 977 2011"},"content":{"rendered":"

Revision Standard – Active. Various approaches to good construction practices that could improve the installation of transmission line structure foundations are presented. Spread foundations, drilled shaft foundations, pile foundations, and anchors are treated. This guide is intended to be used as a reference source for those involved in the ownership, design, and construction of transmission structures.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nIEEE Std 977-2010 front cover <\/td>\n<\/tr>\n
3<\/td>\nTitle page <\/td>\n<\/tr>\n
6<\/td>\nIntroduction
Notice to users
Laws and regulations
Copyrights
Updating of IEEE documents <\/td>\n<\/tr>\n
7<\/td>\nErrata
Interpretations
Patents <\/td>\n<\/tr>\n
8<\/td>\nParticipants <\/td>\n<\/tr>\n
10<\/td>\nContents <\/td>\n<\/tr>\n
12<\/td>\nImportant Notice
1. Overview
1.1 Scope
1.2 Purpose <\/td>\n<\/tr>\n
13<\/td>\n1.3 Application
1.4 Legal disclaimer
2. General considerations
2.1 Introduction <\/td>\n<\/tr>\n
14<\/td>\n2.2 Structure functions and types
2.2.1 Structure functions
2.2.1.1 Suspension structures
2.2.1.2 Strain structures
2.2.1.3 Dead-end structures
2.2.2 Structure types <\/td>\n<\/tr>\n
15<\/td>\n2.2.2.1 Self-supporting lattice towers <\/td>\n<\/tr>\n
16<\/td>\n2.2.2.2 Single poles <\/td>\n<\/tr>\n
17<\/td>\n2.2.2.3 Frames <\/td>\n<\/tr>\n
18<\/td>\n2.2.2.4 Guyed structures <\/td>\n<\/tr>\n
19<\/td>\n2.3 Loading
2.4 Foundation types and functions
2.4.1 Foundation types <\/td>\n<\/tr>\n
20<\/td>\n2.4.1.1 Spread foundations
2.4.1.2 Drilled shafts
2.4.1.3 Direct embedment
2.4.1.4 piles
2.4.1.5 Anchors
2.5 Geotechnical factors in construction <\/td>\n<\/tr>\n
21<\/td>\n2.5.1 Rock factors
2.5.2 Soil factors
2.5.3 In situ state of stress in the ground
2.6 Construction influences on foundation performance <\/td>\n<\/tr>\n
22<\/td>\n2.6.1 Excavation
2.6.2 Backfill
2.6.3 Adverse construction influences
2.6.4 Human factors
2.7 Applicable codes and standards <\/td>\n<\/tr>\n
24<\/td>\n3. Spread foundations
3.1 Introduction
3.2 Types of spread foundations <\/td>\n<\/tr>\n
26<\/td>\n3.3 Site plan outline
3.3.1 Tower site information
3.3.2 Tower foundation construction survey
3.3.3 Foundation site information <\/td>\n<\/tr>\n
27<\/td>\n3.4 Excavation
3.4.1 Drilling and blasting precautions <\/td>\n<\/tr>\n
28<\/td>\n3.4.2 Dewatering
3.4.3 Safety hazards
3.4.4 Inspection
3.5 Subgrade preparation <\/td>\n<\/tr>\n
29<\/td>\n3.6 Foundation assembly
3.7 Setting foundations
3.7.1 Templates
3.7.2 Placing foundations <\/td>\n<\/tr>\n
31<\/td>\n3.7.3 Construction setting tolerances
3.8 Backfill <\/td>\n<\/tr>\n
32<\/td>\n3.9 Site restoration
3.10 Installation problems
3.10.1 Geotechnical problems <\/td>\n<\/tr>\n
33<\/td>\n3.10.2 Construction-related problems <\/td>\n<\/tr>\n
34<\/td>\n4. Drilled shaft foundations
4.1 Introduction <\/td>\n<\/tr>\n
35<\/td>\n4.2 Construction\u2014Dry-hole method
4.2.1 Placement of concrete
4.2.2 Casing <\/td>\n<\/tr>\n
36<\/td>\n4.3 Construction\u2014Wet-hole method
4.3.1 Construction methods
4.3.1.1 Water head
4.3.1.2 Casing <\/td>\n<\/tr>\n
37<\/td>\n4.3.1.3 Slurry <\/td>\n<\/tr>\n
39<\/td>\n4.3.2 Concrete placement by tremie
4.3.3 Concrete placement using pumps
4.4 Excavation\u2014Rock <\/td>\n<\/tr>\n
43<\/td>\n4.5 Direct embedment
4.6 Noncircular shaft
4.7 Hollow shaft <\/td>\n<\/tr>\n
45<\/td>\n4.8 Installation problems\u2014Geotechnical <\/td>\n<\/tr>\n
46<\/td>\n4.9 Installation problems\u2014Construction <\/td>\n<\/tr>\n
47<\/td>\n4.10 Inspection <\/td>\n<\/tr>\n
49<\/td>\n5. Pile foundations
5.1 Introduction
5.2 Pile types
5.2.1 Timber piles
5.2.2 Precast concrete piles
5.2.3 Precast post-tensioned concrete cylinder piles <\/td>\n<\/tr>\n
50<\/td>\n5.2.4 Cast-in-place concrete piles
5.2.5 Augered cast-in-place piles
5.2.6 Steel H-piles
5.2.7 Pipe piles
5.2.8 Vibratory piles <\/td>\n<\/tr>\n
51<\/td>\n5.3 Orientation
5.4 Installation <\/td>\n<\/tr>\n
52<\/td>\n5.4.1 Mobile crane <\/td>\n<\/tr>\n
61<\/td>\n5.4.2 Leads
5.4.3 Pile hammers
5.4.3.1 Drop hammer
5.4.3.2 Single-acting hammer
5.4.3.3 Double-acting hammer
5.4.3.4 Diesel hammer <\/td>\n<\/tr>\n
62<\/td>\n5.4.4 Hammer cushion
5.4.5 Drive head
5.4.6 Pile cushion <\/td>\n<\/tr>\n
63<\/td>\n5.4.7 Vibratory driver
5.4.8 Drilling rig
5.4.9 Concrete placement <\/td>\n<\/tr>\n
64<\/td>\n5.5 Splicing
5.6 Installation problems\u2014Geotechnical <\/td>\n<\/tr>\n
65<\/td>\n5.7 Installation problems\u2014Construction
5.7.1 General
5.7.2 Transporting piles
5.7.3 Driving piles
5.7.4 Problems during driving
5.7.4.1 Timber piles <\/td>\n<\/tr>\n
66<\/td>\n5.7.4.2 Steel H-piles
5.7.4.3 Reinforced or prestressed-precast concrete piles <\/td>\n<\/tr>\n
67<\/td>\n5.7.4.4 Precast-prestressed concrete cylinder piles
5.7.4.5 Cast-in-place concrete piles
5.7.4.6 Vibratory piles <\/td>\n<\/tr>\n
69<\/td>\n5.8 Inspection <\/td>\n<\/tr>\n
70<\/td>\n6. Anchors
6.1 Introduction <\/td>\n<\/tr>\n
71<\/td>\n6.2 Excavated soil anchors
6.2.1 General
6.2.1.1 Spread anchors <\/td>\n<\/tr>\n
72<\/td>\n6.2.1.2 Plate and log anchors <\/td>\n<\/tr>\n
74<\/td>\n6.2.1.3 Installation equipment
6.2.2 Installation problems\u2014Geotechnical
6.2.3 Installation problem\u2014Construction <\/td>\n<\/tr>\n
75<\/td>\n6.2.4 Inspection and construction tolerances
6.3 Drilled anchors
6.3.1 Installation
6.3.1.1 Drilled concrete anchors <\/td>\n<\/tr>\n
76<\/td>\n6.3.1.2 Large-diameter and low-pressure drilled and grouted anchors <\/td>\n<\/tr>\n
77<\/td>\n6.3.1.3 Small-diameter and high-pressure drilled and grouted anchors <\/td>\n<\/tr>\n
79<\/td>\n6.3.1.4 Helical screw anchors <\/td>\n<\/tr>\n
82<\/td>\n6.3.1.5 Rock anchors <\/td>\n<\/tr>\n
83<\/td>\n6.3.2 Installation problems\u2014Geotechnical
6.3.3 Installation problems\u2014Construction <\/td>\n<\/tr>\n
84<\/td>\n6.3.4 Inspection and construction tolerances <\/td>\n<\/tr>\n
85<\/td>\nAnnex A (informative) Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

IEEE Guide to Installation of Foundations for Transmission Line Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
IEEE<\/b><\/a><\/td>\n2011<\/td>\n87<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":81077,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2644],"product_tag":[],"class_list":{"0":"post-81076","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ieee","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/81076","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/81077"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=81076"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=81076"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=81076"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}