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WSP01342
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Entry Properties
Last modified
1/26/2010 12:30:35 PM
Creation date
10/11/2006 10:20:32 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.200.05.J
Description
Hoover Dam/Lake Mead/Boulder Canyon Project
Basin
Colorado Mainstem
Date
1/1/1939
Author
USDOI/BOR
Title
Boulder Canyon Project Final Reports: Part V/ Bulletin 3 - Model Tests of Boulder Dam
Water Supply Pro - Doc Type
Report/Study
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<br />..... <br />.... <br />lot') <br />N <br /> <br />~ <br /> <br />CONTENTS <br /> <br />a <br /> <br />FORMS FOR MODEL <br /> <br />SECTION <br />48 Necessity for wooden forms......__..................______.....__..,.. <br />49 Anchors for deflection rodshU.C.....................mu......... <br /> <br />PAGE <br />..m..........m....... 76 <br />m..............m... 77 <br /> <br />CASTING THE MODEL <br /> <br />50 General procedure h..mo_h................. <br />51 Installation of thermocouples............... <br />52 Completion of the modeL___..__...........________ <br /> <br />79 <br />79 <br />..mm.m..... 80 <br /> <br />PROPERTIES OF MODEL MATElRIAL <br /> <br />53 Concrete base u,.........__...n................m...........n................................n.n._.............__..... 81 <br />54 Special testing apparatus................... ....nn...............................hm_...nm............... 82 <br />55 CompreSBometers ....._..........n...............n...n.......................nn...................un.............. 82 <br />56 Lateral extensometers ...._...u...................mm.........hnm.._..-...................m........_... 86 <br />57 Testing machines h..... ..............m..._.............__..._.........mm__...m....__.........n...m........ 86 <br />58 Grips and strain meters....._............_..._.......__.....................____................00............... 90 <br />59 Apparatus for torsion tests_..._____......mm_..m............m......._...._....__.............h...._.... 90 <br />60 Apparatus for flexural tests.m.._...........m.. ..............m.___.._.........................m..__.... 93 <br />61 Methods of plotting....____......._........__.....................__._......h....__._........._mu.......h......... 94 <br />62 Compression tests ........_....._00...__.......... ........__.....__.................. ...h.........___...........h.._ 95 <br />62 Tension tests .h_h..mn.___......___....h .................h.._.............h__........_...._............_.._....__.. 97 <br />64 Torsion tests ............................__.._......m....n....h....__._.............__................_.._............... 98 <br />65 F'lexural tests ....______..h..m........n...........n......_...._nh_..__.__...............n.hh..................._ 99 <br />&6 Plastic flow testS.......h__..................__.....h.................._m__......h._n_....._.........h.......h_.. 102 <br />67 Coefficient of expansion...._..................._....um...____.......hm........m.....h....h............. 105 <br />68 UnIt weIght ....0.0...0.............0..0.................0.........0..0......0.........0........0..0...............0.......... 108 <br />69 Average results ""'....0.0.... ....0.0.................0.0.0..........0............. 108 <br />70 Elrect of age on plaster. 0...0....0........ 0. h..hmm..h... .m..m....h..........hh... 108 <br /> <br />SUBSEQUENT INVESTIGATIONS' <br /> <br />71 General ..n......__.............h._.....__.........._............m....n............__..___ ...h....._............_____. 109 <br />72 Segregation ........................h.hmh......h...'..._......h....h..........................h.....0..0.0.......... 109 <br />73 Recommended procedure - ................._...........n............................_...................._....... 109 <br />74 Isotropy .........___............__..........................._.._m....n..................__......._..__..........._............ 110 <br /> <br />CHAPTER IV-PRELIMINARY TESTS OF <br />PLASTER-CELITE MODEL <br /> <br />TESTING PROCEDURE <br /> <br />75 Loading the modeL <br />76 Conduct of tests......._.... <br /> <br />.............................0....0......................... .... 116 <br />............................................h...m............. 118 <br />
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