SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 1 ppsx
Cryptographic Security Architecture: Design and Verification phần 1 ppsx
... xiv Contents
1. 9 Object Management Message Flow 35
1. 10 Other Kernel Mechanisms 37
1. 10 .1 Semaphores 38
1. 10.2 Threads 38
1. 10.3 Event Notification 39
1. 11 References 39
2 The Security Architecture ... Object Model 9
1. 4 .1 User l Object Interaction 10
1. 4.2 Action Objects 12
1. 4.3 Data Containers 13
1. 4.4 Key and Certificate Containers 14
1. 4.5 Security A...
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... visit our website at www.focalpress.com
Book design and cover by Steve Caplin
Printed and bound in Canada
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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...
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...
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...
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...
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...
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...
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...
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...
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...
Professional Stock Trading System Design and Automation phần 1 ppsx
... Bottom
5.5 DoubleTop
5.6 Triple Bottom
5.7 Triple Top
5.8 Triangle
10 5
.10 6
.10 9
.10 9
.11 0
.11 2
.11 2
11 3
,11 4
11 4
11 5
,11 6
,11 8
.11 9
.11 9
1 Introduction
Finally, in the spirit of open source, we encourage ... 2 21
10.4.5
After
the
Bell
223
11 SOURCE CODE
225
11 .1 Inventory 226
11 .1. 1 Web Site 226
11 .1. 2 Money Management 226
11 .1. 3 Geomet...
UNIX Filesystems Evolution Design and Implementation PHẦN 1 docx
... institutions, and individuals—it also
UNIX Evolution and Standardization 13
Spec 11 /70 and the Single UNIX Specification
In order to combine the existing UNIX standards such as POSIX .1 and XPG4, ... library routines
10 03.2 The shell and UNIX utilities
10 03.3 Test methods and conformance
10 03.4 Real-time interfaces
14 UNIX Filesystems Evolution, Design,...
REAL-TIME SYSTEMS DESIGN AND ANALYSIS phần 1 potx
... Optimization 3 51
7 .1 Theoretical Preliminaries / 3 51
7 .1. 1 NP-Completeness / 3 51
7 .1. 2 Challenges in Analyzing Real-Time Systems / 352
7 .1. 3 The Halting Problem / 353
7 .1. 4 Amdahl’s Law / 355
7 .1. 5 Gustafson’s ... be
scheduled.
20 1 BASIC REAL-TIME CONCEPTS
Table 1. 5 Landmarks in real-time systems history (continued)
Year Landmark Developer Development Innovat...
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