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Selected tests for determining the volume-change characteristics of certain Wyoming concrete aggregates PDF

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Preview Selected tests for determining the volume-change characteristics of certain Wyoming concrete aggregates

NOTE TO USERS Page(s) missing in number only; text follows. Page(s) were scanned as received. Pg. 36 This reproduction is the best copy available. ® UMI Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. This thesis, having been approved by the special Faculty Committee, is accepted by the Graduate School of the University of Wyoming, in partial fulfillment of the requirements for the degree o/--Maatfin_af__Scifinc.e___ — _____________ Dean of the Graduate School. Date. August _17jl_1251 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. SELECTED TESTS FOR DETERMIWIEG THE VOLUME- CHAHGE CHARACTERISTICS OF CERTAIV VTCMIRG COICRETB AGGREGATES BY Robert Landgren A Thesis Sumitted to the Department of Civil and Arohiteotural Engineering and the Graduate Sohool of the University of Wyoming in P artial Fulfillm ent of Requirements for the Degree of Master of Soienoe l ib r a r y o f The UNIVERSITY OF WYOMING LARAMIE University of Wyoming Laramie* Wyoming Augus£, 1951 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. UMI Number: EP20545 INFORMATION TO USERS The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleed-through, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. ® UMI UMI Microform EP20545 Copyright 2007 by ProQuest Information and Learning Company. All rights reserved. This microform edition is protected against unauthorized copying under Title 17, United States Code. ProQuest Information and Learning Company 300 North Zeeb Road P.O. Box 1346 Ann Arbor, Ml 48106-1346 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. 11 hebard ROOM ACKNOWLEDGMENT Tha Ideal Canant Company adopted in 1947 the polioy of giving fel- \ lowship grants at tha instigation of Mr. Charles Boettoher. Tha moti­ vating prinoipla of tha Charles Boettoher Fellowship was the desire to be of assistanoe to students engaged in research activities on portland oemsnt concrete. The author sincerely wishes to thank the Ideal Cement Company fbr the generous funds granted under the Charles Boettoher Fellowship a t the U niversity of Wyoming. Without this Monetary and m aterial aide, the thesis oould not have been undertaken. Dr. H. S. Sweet, A ssistant Professor of Civil Ingineering, faoulty advisor and the thesis director, supervised the preliminary work, re­ viewed the manusoript, and furnished help and enoouragement through the investigation. Dr. Fisk, direotor of the Vational Resources Research Institute of the University and Mr. Ted Jones of the Monolith Cement Company gener­ ously lent their equipment at various stages of the work. Many other persons gave unselfishly of their time and m aterials to­ ward the completion of the various projects. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. ill TABLE OF CONTENTS CHAPTER PAGE I . INTRODUCTION............................................................................................ 1 II. HISTORY AND REVISE OF LITERATURE............................................... 3 Alkali-Aggregate Reaotion ........................................................ 3 General Discussion . . . . . . 3 Hortar Bar T e s t ..................................................................... 12 Osmotic Pressure T e s t ........................................................ 14 Petrographic Analysis ........................................................ 16 Miscellaneous T e s ts ............................... 16 Volume Changed Due to Calcium and Magnesium Compounds in Cement................................................................................................. 17 Notes on Calcium Hydroxide............................................... 17 Autoolave Type Expansion.................................................. 18 D isintegration Due to Aoid Action in Mater . . . 21 Heating and Cooling T e s t................................................... 23 Vetting and Drying Test ..................................... 25 / III. MATERIALS AND FABRICATION OF SPECIMENS................................. 28 Cements........................... 28 Fine Aggregates . . . . . ................... . . . . . . . . . 30 , Coarse Aggregates .......................................................................... . 30 Fabrication of Concrete Speoimen6 .......................................... 35 Mortar Bar Fabrication ................................................................. 40 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. iv CHAPTER PAGE IV. TEST PROCEDURES AND EQUIPMENT .................................................. 42 Alkali-Aggregate Reaction Tests ............................ . . . . 42 Mortar Bar and Conrow Tests . . . . . ................... 42 Osmotio Pressure Test ..................................... 45 Petrographio Analysis . ............................................... 51 Tests Relating to the Caloium and Magnesium Content of the Cement........................................................................................ 53 Wetting and Drying Test ........................ . . . . . . 54 Thermal Shook T e s t................................................................. 56 Slow-Heat-and-Cool T e s t .............................................. . V. RESULTS AND DISCUSSION..................................................................... 67 Alkali-Aggregate Reaction ............................................. 68 Mortar Bar and Conrow Procedures................................. 68 Petrographio Analysis ........................................................ 85 Osmotio Pressure T e sts.................................... 87 Volume Changes Due to Caloium and Magnesium Compounds in Cement................................................................................................. 91 Thermal Shoek Test ............................................................ 91 Slow-Heat-and-Cool T e s t ................................................... 1£A Wetting and Drying T e s t ................................................... 130 VI. CORRELATION OF LABORATORY RESULTS AND FIELD PERFORMANCE OF THE TESTED AGGREGATES................................................................. 142 V II. CONCLUSIONS................................................................................................ 150 BIBLIOGRAPHY .......................................................................................................... 153 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. V LIST OF TABLES TABLE PAGE I. Chemical Analyses of C em ents........................... 29 II s Sieve Analyaie of Fine Aggregates ........................................... 31 III. Fine Aggregate Physical Properties . . . . . . . . . 32 IVo Coarse Aggregate Physioal Properties .................................. 34 V. Concrete Mix D ata....................................................... 39 VI. Petrographio Analysis of Fine Aggregate in Percentage of the Total P a rtio le s .................................... 86 VII. Relative Beam Expansions in the Thermal Shook Test. . 100 V III. lficrosoopio Analysis of Thermal Shook Exudate . . . . 101 IX. Comparison of D urability Data for Field and Laboratory T e sts............................................................................. 148 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission.

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