table of contents level 4 word 2010
![SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]](https://media.store123doc.com/images/document/12/pt/qq/small_dY8TJTm9cv.jpg)
SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]
... UnconfinedCompressive Strength(ksf)A > ;46 10B 346 0 to 46 10C 2590 to 346 0D 1730 to 2590E1730Figure 10 .4. 6.2 .4- 1 Estimation of drained frictionangle of gravels and rock fills (modified afterTerzaghi, ... denseDense1.11-1.671.67-2.782.78 -4. 170.25Sand:LooseMedium denseDense1.39 -4. 17 4. 17-6. 94 6. 94- 11.110.20-0.360.30-0 .40 Gravel:LooseMedium denseDense 4. 17-11.1111.11-13.8913.89-27.780.20-0.350.30-0 .40 Estimating ... D 642 9, "Standard Guide for Selecting SurfaceGeophysical Methods" provides additional guidanceon selection of suitable methods.10 .4. 6 Selection of Design Properties C10 .4. 610 .4. 6.1...
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![SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS](https://media.store123doc.com/images/document/13/pt/uy/small_ifMhcWC9sw.jpg)
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS
... Switzerland, p. 44 0– 44 5.Meyerhof, G. G. 1956. "Penetration Tests and Bearing Capacity of Cohesionless Soils." Journal of the SoilMechanics and Foundation Division, American Society of Civil ... Static Testing of Deep Foundations. ReportNo. FHWA-SA-91- 042 , U. S. Department of Transportation, Federal Highway Administration, Office of Technology Applications, Washington D. C., 1 74 Lam, I. ... lowerportion of the shaft.The value of is often considered to vary as afunction of Su. Values of for drilled shafts arerecommended as shown in Equations 2 and 3,based on the results of back-analyzed,...
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![SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES](https://media.store123doc.com/images/document/13/pt/tw/small_kD5W3NinOp.jpg)
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES
... shear strength of clays (KSF)nh= rate of increase of soil modulus with depthfor sands as specified in Table 10 .4. 6.3-2(KSI/FT)10.7 .4 Extreme Event Limit StateThe provisions of Article 10.5.5.3 ... clays:1 .4 [Eplw/ Es]0.25(10.7.3.13 .4- 1) For sands:1.8 [Eplw/ nh]0.2(10.7.3.13 .4- 2)where:Ep= modulus of elasticity of pile (KSI)lw= weak axis moment of inertia for pile (FT 4 )Es= ... resistance of a pile, information onthe methods of analysis and interpretation of lateralload tests presented in the Handbook on Design of Piles and Drilled Shafts Under Lateral Load(Reese, 19 84) ...
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![SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES](https://media.store123doc.com/images/document/13/pt/gx/small_dfhio1mCxD.jpg)
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES
... 56.3 14 10 .4 3.6 2.3 37 55.6 42 .9 66.215 11.0 3.9 2.7 38 61 .4 48.9 78.016 11.6 4. 3 3.1 39 67.9 56.0 92.317 12.3 4. 8 3.5 40 75.3 64. 2 109 .4 18 13.1 5.3 4. 1 41 83.9 73.9 130.219 13.9 5.8 4. 7 42 ... 73.9 130.219 13.9 5.8 4. 7 42 93.7 85 .4 155.620 14. 8 6 .4 5 .4 43 105.1 99.0 186.521 15.8 7.1 6.2 44 118 .4 115.3 2 24. 622 16.9 7.8 7.1 45 133.9 1 34. 9 271.8 Table 10.6.3.1.2a-2 – Coefficients Cwqand ... 0.7 30 30.1 18 .4 22 .4 8 7.5 2.1 0.9 31 32.7 20.6 26.09 7.9 2.3 1.0 32 35.5 23.2 30.210 8 .4 2.5 1.2 33 38.6 26.1 35.211 8.8 2.7 1 .4 34 42.2 29 .4 41.112 9.3 3.0 1.7 35 46 .1 33.3 48 .013 9.8 3.3...
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![SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS](https://media.store123doc.com/images/document/13/pt/tw/small_ixsYUu8nZ7.jpg)
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS
... modulus (KSI) (10 .4. 6.5)Ep= modulus of elasticity of pile (KSI) (10.7.3.13 .4) 10-23 Table C10 .4. 6.3-1 – Elastic Constants of VariousSoils (Modified after U.S. Department of theNavy, 1982, ... denseDense1.11-1.671.67-2.782.78 -4. 170.25Sand:LooseMedium denseDense1.39 -4. 17 4. 17-6. 94 6. 94- 11.110.20-0.360.30-0 .40 Gravel:LooseMedium denseDense 4. 17-11.1111.11-13.8913.89-27.780.20-0.350.30-0 .40 Estimating ... UnconfinedCompressive Strength(ksf)A > ;46 10B 346 0 to 46 10C 2590 to 346 0D 1730 to 2590E1730Figure 10 .4. 6.2 .4- 1 Estimation of drained frictionangle of gravels and rock fills (modified afterTerzaghi,...
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table of contents
... [NWAN96]__________Tilburg University, Tilburg, TheNetherlands, the 9th of July 1996 1Intelligent Software Agents on the Internet Table of Contents ... Intelligent Software Agents on theInternet:an inventory of currently offeredfunctionality in the informationsociety & a prediction of (near-)future developmentsby ... Hermans__________"[ ] Agents are here tostay, not least because of their diversity, their widerange of applicability andthe broad spectrum of companies investing inthem. As we move furtherand further...
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TABLE OF CONTENTS
... German TM TABLE OF CONTENTS Field 17: GermanPART 1: GENERAL INFORMATION ABOUT THE AEPA AND TEST PREPARATIONAN OVERVIEW OF THE AEPA 1-1Test Development ProcessCharacteristics of the ... adequacy of the information presented, including the number of ideas, thedevelopment of ideas, and the depth and specificity of supporting detailsã COHERENCE: the organization and clarity of the ... Description 4 The " ;4& quot; response reflects a thorough application and strong command of the performance characteristics forthe written assignment.ã The response thoroughly fulfills the purpose of...
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Tài liệu Next Generation Frame 600 mm Products Table of Contents doc
... /13.813.8/13.8/ . . . /13.8 14. 5/ 14. 5/ . . . / 14. 5 14. 9/ 14. 9/ . . . 14. 918.5/18.5/ . . . 18/53.1/3.12.7/3.62.3 /4. 12.0 /4. 71.9/5.01.7/5 .4 1 .4/ 6.21.1/7.1.8/8 .4 .6/10.2 .4/ 13.2NA/NA3.1/3.15.0/5.0/5.06.2/6.2/6.2/6.27.3/7.3/7.3/7.3/7.38.1/8.1/8.1 ... polish ( 144 only)LX.5đ angled polish( 144 only)LC ultra polish ( 144 only) 4 1Next Generation Frame 600 mm ProductsFiber Combination Blocks (FCB)Definition of Variables123 4 567Block ... stranded 144 fiber stranded12 fiber stranded 24 fiber stranded36 fiber stranded 48 fiber stranded 54 fiber stranded72 fiber stranded96 fiber stranded 144 fiber stranded12 fiber ribbon 24 fiber...
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Tài liệu Table of Contents doc
... vi Table of Contents Completing File and Directory Names 62Changing Your Password 62Customizing Your Account 63 4. File Management 66File and Directory ... 136Shell Aliases and Functions 139Pr ogramming 139Using Unix on Non-Unix Systems 140 Glossar y 143 Index 149 7 January 2002 13:15 ... 101Transferring Files 1 04 Electr onic Mail 108Usenet News 118Interactive Chat 1237. Multitasking 130Running a Command in the Background 131Checking on a Process 132Cancelling a Process 1 34 8. Where...
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Tài liệu Table of contents pdf
... Table of contents Managementhandbook 01 - chapter 01 Page 1 of 2 Table of contents Nr. Designation Pages01. Table of contents 1 02. Modifications 3 03. Declaration of ... liability 3 04. Administration of the manual 1 05. Company portrait 1 06. Introduction 1 07. QE-Politics, continuous improvement 4 08. Organization 2 09. QE-Managementsystem 4 10. Impact ... 09. QE-Managementsystem 4 10. Impact on the environment 2 31. References to ISO 9001 and ISO 140 01 3 ...
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Tài liệu COMPLETE TABLE OF CONTENTS AND GLOSSARY ppt
... COMPLETE TABLE OF CONTENTS AND GLOSSARY Lesson 11: Passwords11.0 Introduction11.1 Types of Passwords11.1.1 Strings of Characters11.1.2 Strings of Characters plus a token11.1.3 Biometric Passwords ... Biometric Passwords 11.2 History of Passwords11.3 Build a Strong Password11 .4 Password Encryption11.5 Password Cracking (Password Recovery)11.6 Protection from Password CrackingLesson 12: Legalities ... securityorganization in the UK.9 COMPLETE TABLE OF CONTENTS AND GLOSSARY COMPLETE TABLE OF CONTENTS ANDGLOSSARY social engineering – The act of obtaining or attempting to obtain otherwise...
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Tài liệu Fiber Panel Products Table of Contents pptx
... Height1.75" (4. 45 cm)3.5" (8.89 cm)5.25" (13. 34 cm)7" (17.78 cm)8.75" (22.23cm)10.5" (26.67 cm)Ordering Information 5.00"15.912" (40 .42 cm)17.50" (44 .45 ... HeightMultimode9D5YSinglemode2LF7NJE 4 PKX13Connector Style123 4 79AZYXW12 24 36 48 72 96 144 2 x 122 x 24 2 x 362 x 48 Cable SizeMultimodeCSinglemodeAFGHJKMIFC ... (13. 34 cm) (3U) 48 position 8.75" (22.23 cm) (5U)72 position 14. 00" (35.56 cm) (8U)96 position 17.50" (44 .45 cm) (10U)Nominal Capacity Panel HeightFL2 -Catalog Number1230-4...
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Tài liệu Table of Contents pptx
... Yangsheng Xu 14. 1 Introduction 14. 2 A Brief Description of Fuzzy Set Theory 14. 3 Monitoring and Diagnosing Manufacturing Processes Using Fuzzy Sets 14. 4 Application Examples 14. 5 Conclusions15 ... Standard Book Number 0- 849 3-0592-6Library of Congress Card Number 00- 049 826Printed in the United States of America 1 2 3 4 5 6 7 8 9 0Printed on acid-free paper Library of Congress Cataloging-in-Publication ... and Design 4 Neural Network Applications for Group Technology and Cellular Manufacturing Nallan C. Suresh 4. 1 Introduction 4. 2 Artificial Neural Networks 4. 3 A Taxonomy of Neural Network...
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USDA Findings and Actions Report Table of Contents pot
... MPF -45 5 142 and MPF -45 5 143 was the 25 box count of sweetbreads was changed to 19 boxes of sweetbreads but no change to the weight on the sweetbreads. This certificate reflected a total of 928 .4 ... carcasses could not have reasonably obtained the volume of offal listed on BOLs 5 140 and 5 141 and the Export Certificate, MPF -45 5 144 . Exhibits 26 and 27 Mr. Hector Lopez, Fabrication Manager ... Accountability Office (I) Office of Management and Budget (1) Office of the Chief Financial Officer Director, Planning and Accountability Division (1) Japan Export Investigation Report For Official...
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