SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 3 pps

Cryptographic Security Architecture: Design and Verification phần 3 pptx

Cryptographic Security Architecture: Design and Verification phần 3 pptx

... controls (RBAC) [33 ] [34 ]. Another proposed commercial policy is the Chinese Wall security policy [35 ] [36 ] (with accompanying lattice interpretation [37 ] [38 ]), which is derived from standard financial ... Coprocessor”, Sean Smith and Steve Weingart, Computer Networks and ISDN Systems, Vol .31 , No.4 (April 1999), p. 831 . [ 43] “SKIPJACK and KEA Algorithm Specification”, V...
Ngày tải lên : 07/08/2014, 17:20
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transformer engineering design and practice 2_phần 3 pps

transformer engineering design and practice 2_phần 3 pps

... Oerlikon rectifier transformers, Bulletin Oerlikon, No. 33 6/ 33 7, 1959, pp. 134 – 139 . 9. Arrillaga, J. High voltage direct current transmission, Peter Peregrinus Ltd., London, 19 83. 10. Kimbark, ... PWRD-1, No. 3, July 1986, pp. 167– 1 73. 28. IEEE Standard C57. 135 –2001™, IEEE guide for the application, specification, and testing of phase-shifting transformers. 29. Kramer, A. a...
Ngày tải lên : 07/08/2014, 21:21
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presentation zen Simple ideas on presentation design and delivery phần 3 ppsx

presentation zen Simple ideas on presentation design and delivery phần 3 ppsx

... attitudes toward presentation and a wonderfully cr eative and unconventional way "to do PowerPoint." The pechakucha method of presentation design and delivery is very simple. You must ... 54 Presentation Zen 40 Presentation Zen
Ngày tải lên : 09/08/2014, 12:21
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Digital logic testing and simulation phần 3 ppsx

Digital logic testing and simulation phần 3 ppsx

... circuit. Figure 3. 7 Equivalent and dominant faults. D 1 Sel D 0 A B C D Z PROBLEMS 161 Figure 3. 17 Using deductive fault simulation. 3. 12 Finish the fault simulation example for Figure 3. 10 in Section 3. 6.1. ... circuit of Figure 3. 10 using the faults and vectors defined in the preceding problem. 3. 15 Again using the circuit in Figure 3. 10, and the faults and vector...
Ngày tải lên : 09/08/2014, 16:20
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Web design creating cool web sites with html xhtml and css phần 3 pps

Web design creating cool web sites with html xhtml and css phần 3 pps

... shown in Table 4 -3. 55 738 6 Ch04.qxd 4/2/04 11:01 AM Page 66 Ł 66 Creating Cool Web Sites with HTML, XHTML, and CSS Text Formatting with CSS You’ve looked at the skeleton of CSS long enough; ... circle, and a square and you can 55 738 6 Ch04.qxd 4/2/04 11:01 AM Page 62 Ł 62 Creating Cool Web Sites with HTML, XHTML, and CSS I hope that simple e...
Ngày tải lên : 09/08/2014, 16:20
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 1 ppsx

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 1 ppsx

... Chen, F.H. (Fu Hua) Soil engineering: testing, design, and remediation / Fu Hua Chen. p. cm. Includes bibliographical references and index. ISBN 0-8493-2294-4 (alk. paper) 1. Soil mechanics. 2. ... Engineering geology. 3. Foundations. 4. Soil remediation. I. Title. TA 710 .C 518 5 19 99 624 .1 51 dc 21 99-23653 CIP This book contains information obtained from authenti...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 2 docx

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 2 docx

... passing No. 20 0 sieve is 5 to 12; meets criteria for SW and SM SW-SC Percent passing No. 20 0 sieve is 5 to 12; meets criteria for SW and SC SP-SM Percent passing No. 20 0 sieve is 5 to 12; meets ... gravel, sand, and fines in accordance with grain size 2. Shape of grain size curve for coarse grain soils 3. Plasticity and compressibility characteristics for fine grained soils and...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 3 pps

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 3 pps

... Publishing, Boston, 19 93. D.G. Fredlund and H. Rahardjo, Soil Mechanics for Unsaturated Soils, John Wiley & Sons, New York, 19 93. C. Liu and J. B. Evett, Soils and Foundations, Prentice-Hall, ... Blow/foot psf Very soft 0–2 30 0– 130 0 Medium 4–8 130 0–4000 Stiff 8–15 4000–8000 Very stiff 15 30 8000–15000 (after Peck) â2000 CRC Press LLC Unied soil legend B...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 4 pps

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 4 pps

... Very loose 0.2 4 30 Loose 0.2–0 .4 4–10 30–35 Compact 0 .4 0.6 10–30 35 40 Dense 0.60.8 3050 40 45 Very dense 0.8 50 45 qNB D B d =+ () ẩ ẻ ự ỷ ỳ 1 200 â2000 CRC Press LLC In 1 942 , Terzaghi ... standard penetration test, when performed on medium-grain gravel and sand, is reliable and easy to perform. As early as 1 948 , Terzaghi and Peck proposed the correlation of bearin...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 5 pot

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 5 pot

... of 0 .52 (4. 45/ 8 .5) and 0.44 (3.8/8 .5) are obtained for shafts 1 and 3, respectively. Utilizing the average in situ strength from laboratory test results, 11.3 ksf, a values of 0.39 and 0.33 ... compressive strength value of 30 ksf, and cohesion value 15 ksf, using the above table for 0 .5 c the skin friction value should be 0 .5 Ơ 15 = 7 .5 ksf; that is, mo...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 6 docx

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 6 docx

... 3. 46 6.92 13.84 27 .68 18 20 3. 46 6.92 13.84 27 .68 55. 36 24 20 3. 46 6.92 13.84 27 .68 55. 36 30 20 3. 46 6.92 13.84 27 .68 55. 36 36 20 3. 46 6.92 13.84 27 .68 55. 36 42 20 3. 46 6.92 13.84 27 .68 55. 36 18 ... 16. 7 33.3 66 .7 133.3 266 .6 Pier Length (ft) 18 10 1.73 3. 46 6.92 13.84 27 .68 24 10 1.73 3. 46 6.92 13.84 27 .68 30 10 1.73 3. 46 6.92 13.84 27 .68 36 1...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 7 doc

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 7 doc

... Material Cohesion (psf) Adhesion (psf) Concrete 0 70 0 0 70 0 75 0–1500 70 0–900 Timber 1500–2000 900–1300 Steel 0 75 0 0–600 75 0–1500 600 75 0 ≥ 1500 75 ©2000 CRC Press LLC The above equations can ... 19.44 (25.50) 51.84 (45 .72 ) 68.48 (53.23) 85.16 (61.84) 42 240 6.48 19.44 (32 .72 ) 51.84 (58. 67) 68.48 (68.01) 85.16 (79 .36) 18 360 14.59 (4.26) (8.28) (14.86) ( 17. 30) (2...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 9 pptx

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 9 pptx

... China, McGraw-Hill, 197 3. C. Liu and J.B. Evett, Soils and Foundations, Prentice-Hall, Englewood Cliffs, NJ, 198 1. J.D. Nelson and E.G. Thompson, Creep Failure of Slopes in Clay and Clay Shale, 12th ... Introductory Soil Mechanics and Foundations, Collier- Macmillan, London, 197 0. D.W. Taylor, Fundamentals of Soil Mechanics, John Wiley & Sons, New York, 194 8. K. Terzaghi...
Ngày tải lên : 09/08/2014, 22:23
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SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 10 ppsx

SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 10 ppsx

... terms of technical arguments, and they are prime issues of dispute resolution. Analyzing and evaluating the facts, in a straightforward and understandable way, and presenting an effective defense ... deterioration Test piles, number and procedure of testing and interpretation of test results Testing, inspection, and pay items 4. Drilled Piers — Discuss the following items...
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Professional Stock Trading System Design and Automation phần 3 potx

Professional Stock Trading System Design and Automation phần 3 potx

... out. 76 3 Pattern Trading 3. 3 Pattern Trading System (Acme M) 77 78 3 Pattern Trading 3. 4 Examples 79 3. 4 Examples The following charts are examples of trades generated by the Acme M System. Each ... pair trading strategy uses a correlated pair of a leader and a laggard in a specific stock sector. One of the stocks is a growth stock, and the other stock is a v...
Ngày tải lên : 10/08/2014, 07:21
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