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WSP05104
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Last modified
1/26/2010 2:16:58 PM
Creation date
10/12/2006 12:52:08 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.200.05.J
Description
Hoover Dam/Lake Mead/Boulder Canyon Project
Basin
Colorado Mainstem
Date
1/1/1938
Author
USDOI/BOR
Title
Boulder Canyon Project Final Reports: Part V/ Bulletin 1 - Trial Load Method of Analyzing Arch Dams
Water Supply Pro - Doc Type
Report/Study
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<br />...., <br />~ <br />~ <br />N <br />o <br /> <br />CONTENTS 3 <br /> <br />CHAPTER III-FOUNDATION AND ABUTMENT <br />DEFORMATIONS <br /> <br />INTRODUCTION <br />SECTION PAGE <br />48 General statement n. ...................h......................... ......,..........................______.... 41 <br />49 Assumptions ._........................._.__...........__...____............................__.......... ....__nn........ 41 <br /> <br />DEFORMATION OF FOUNDATION SURFACE <br /> <br />60 Notation hu...h_........__....._.........._............n...............__"n.n ............................ 44 <br />51 Deformation equations ........_.........hn...u.___.._.........m..............................._............ 44 <br />62 Curves ......hn_...__nh..__........hn...........h......._.__.....nh....__. ............................... 47 <br /> <br />MOVEMENTS OF UNIT ELEMENTS <br /> <br />53 Notation ....................................................... .................................................... 53 <br />54 Unit horizontal element ........................___.....___...... __..mm__.....__ '.........nh........ 66 <br />55 Unit vertical element .......... ....__..........h.......m.............h__......_ ........................... 68 <br />56 ApplJcation to cantilevers ..._...h__...____.............m....__...............nmm..................... 60 <br />57 Computation form ....._..................__................,................,_........_____...._...n...._.....'.___ 62 <br /> <br />CHAPTER IV-ANALYSIS OF CANTILEVER ELEMENTS <br /> <br />INTRODUCTION <br /> <br />58 General __.._........_.......____....__....._....h......... _..............__......._....___.......... ........__..... 62 <br />59 Description of cantilever element ..h__....h..__... .........___...... ......m__.m.... 68 <br /> <br />ANALYSIS OF UNCRACKED CANTILEVER <br /> <br />60 Notation ................................................................................................ ................... 64 <br />61 Evaluation of properties ..........h_.........................__....__................ .......__.......__....... 64 <br />62 Concrete and vertical water loads ........._.............m__h__..................;........_,.......,_ 68 <br />63 Unit trlangnlar loads ............................................................................................ 68 <br />64 Unit radial loads ................................................................... ................................ 69 <br />65 Unit tangential loads ............................................................................................ 70 <br />66 Unit twist loads _.....,__.__............___............._____..h___.._...............__.__........ ..........__...... 70 <br /> <br />MOVEMENTS OF UNCRACKED CANTILEVER <br /> <br />67 Notation .................................................................................................................... 70 <br />68 Founda.tion movements ...._..................__....h.....h..__................_...h__.........h....... 71 <br />69 Radial detlectlons .................................................................................................... 72 <br />70 T&llgentlal detlectlons ...._........h_......................h___.......__......___.....................__...... 73 <br />71 Angular movements ........__..h___......__....h.__............__...,......................__......__.......... 73 <br />72 Secondary movements _..........h.____..__............_......__............ .hm..................._____... 74 <br />73 Tabnlatlons .............................................................................................................. 75 <br />
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