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
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 6 docx
... 14. 72 29.44 24 10 1. 92 3.84 7.68 15.36 30. 72 30 10 1.87 3.75 7.50 15.00 30.00 36 10 1. 62 3 .24 6.48 12. 96 25 . 92 42 10 1. 32 2. 92 5 .24 10.56 21 . 12 18 20 5.13 10 .26 20 . 52 41.04 82. 08 24 20 6 .24 12. 48 ... 15.60 20 .96 42 10 2. 85 8. 02 10.16 13 .23 18.15 24 .39 18 20 13.33 13.81 17.50 22 .78 31 .27 41. 92 24 20 10.00 18.43 23 .35 30.41 41.71 56.05 30...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 1 ppsx
... Press LLC 2 20 00 CRC Press LLC Subsoil Exploration CONTENTS 2. 1 Direct Methods 2. 1.1 Test Pits 2. 1 .2 Auger Drilling 2. 1.3 Rotary Drilling 2. 2 Indirect Methods 2. 3 Test Holes 2. 3.1 Test ... references and index. ISBN 0-8493 -22 94-4 (alk. paper) 1. Soil mechanics. 2. Engineering geology. 3. Foundations. 4. Soil remediation. I. Title. TA710.C5185 1999 624 .1’...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 3 pps
... Testing Capability 5 .2 Interpretation of Test Results 5 .2. 1 Swell Test 5 .2. 2 Consolidation Test 5 .2. 3 Direct Shear Test 5 .2. 4 Triaxial Shear Test 5 .2. 5 Compaction Test References Soil testing is essential ... 20 00 CRC Press LLC Foundation Design CONTENTS 6.1 Significance of Test Results 6.1.1 Unconfined Compression Tests 6.1 .2 Consolidation Tests 6 .2 Design Load 6 .2....
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 4 pps
... Ground 9.1 .2 Removal and Replacement of Existing Fill 9.1.3 Recompaction of Natural Soft Soils 9 .2 Compaction 9 .2. 1 Compaction Tests 9 .2. 2 Compaction Equipment 9 .2. 3 Compaction Control 9 .2. 4 Degree ... standard penetration test, when performed on medium-grain gravel and sand, is reliable and easy to perform. As early as 1948, Terzaghi and Peck proposed the correlation of b...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 5 pot
... 1993. S.J. Greenfield and C.K. Shen, Foundations in Problem Soils, Prentice-Hall, Englewood Cliffs, NJ, 19 92. G.B. Sowers and G.S. Sowers, Introductory Soil Mechanics and Foundations, ... Conventional Approach 10.1 .2 Pressuremeter Approach 10 .2 Skin Friction Capacity 10 .2. 1 Conventional Approach 10 .2. 2 Pier Load Test 10.3 Rational Pier Design 10.3.1 Friction Piers...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 7 doc
... 17. 12 21 .29 36 120 1. 62 4.86 12. 96 17. 12 21 .29 42 120 1. 62 4.86 12. 96 17. 12 21 .29 18 24 0 6.48 (4 .26 ) (8 .28 ) (14.86) (17.30) (20 .10) 24 24 0 6.48 (6.81) 19.44 (13 .24 ) 51.84 (23 .75) (27 .65) ( 32. 12) 30 ... 1 .27 1.35 1.41 18 24 0 (3.46) 4. 32* 5.04* 5.40* 5.64* 24 24 0 (2. 66) (3 .20 ) (3.96) 4 .22 * 4.44* 30 24 0 (2. 20) (2. 74) (3.36) (3.54) (3. 72) 3...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 9 pptx
... and possibly other factors. Typical upstream slopes range from 2. 5(H) to 1(V) for gravel and sandy gravel to 3.5(H) to 1(V) for sandy silts. Typical downstream slopes for the same soils are 2( H) ... Liu and J.B. Evett, Soils and Foundations, Prentice-Hall, Englewood Cliffs, NJ, 1981. J.D. Nelson and E.G. Thompson, Creep Failure of Slopes in Clay and Clay Shale, 12th Annual Sym...
Ngày tải lên: 09/08/2014, 22:23
SOIL ENGINEERING: TESTING, DESIGN, AND REMEDIATION phần 10 ppsx
... Description 18 .2. 2 Drainage 18 .2. 3 Site Conditions 18 .2. 4 Boring Conditions 18 .2. 5 Proposed Construction 18 .2. 6 Discussion of Foundation Types 18 .2. 7 Groundwater Identification 18 .2. 8 Site Development 18 .2. 9 ... Frivolous Suits 17 .2. 2 Contingency Fee 17 .2. 3 Comparative Negligence 17 .2. 4 Joint and Several Liability 17 .2. 5 Punitive Damages 17.3 Change of Conditions 17.3...
Ngày tải lên: 09/08/2014, 22:23
Cryptographic Security Architecture: Design and Verification phần 2 doc
... B’s handler B Send message to A Enqueue A 2 B 1 , A 1 , A 2 B Send message to B Enqueue B 2 B 1 , B 2 , A 1 , A 2 B Send message to C Enqueue C C, B 1 , B 2 , A 1 , A 2 Call C’s handler ... B 1 , B 2 , A 1 , A 2 B Processing completes Dequeue B 1 B 2 , A 1 , A 2 Call B’s handler B Processing completes Dequeue B 2 A 1 , A 2 A Processing completes Dequeue A 1 A...
Ngày tải lên: 07/08/2014, 17:20