Civil engineering materials 1st edition sivakugan solutions manual 1

Page 1

Solution Manual for Civil Engineering Materials 1st

Edition Sivakugan Gnanendran Tuladhar Kannan

ISBN 1305386647 9781305386648

Full download link at: Solution manual: https://testbankpack.com/p/solutionmanual-for-civil-engineering-materials1st-edition-sivakugan-gnanendrantuladhar-kannan-isbn-13053866479781305386648/

Chapter 4

17 © 2018 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.
1. b 2. a 3. c 4. d 5. a 6. c 7. d 8. b 9. a 10. a 11. a. False

12. Igenous: granite and basalt, Sedimentary: sandstone, limestone Metamorphic: marble, slate For sculpture: marble and sandstone

13. Quicklime is CaO. Slaked lime is Ca(OH)2. Slaked lime is formed when quicklime reacts with water.

18 © 2018 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part. b. c. d. e. f. g. h. i. j. False True True True True False True True True

14. Sinkholes are formed in karst terrains consisting of limestones. When the limestones beneath the ground get dissolved by the rain water, cavities are formed. When they collapse the ground above subsides, forming these cavities.

15. Faults, joints, bedding planes, schistosityand cleavages are different types of discontinuities. Surf the web.

16.

For granite, from Table 4.3,  = 0.2

From Table 4.7, c = 200 MPa

From Table 4.4, E/c = 450

Therefore E can be taken as 450200 MPa = 90 GPa

Noting that we are dealing with principal stresses and strains here,

19 © 2018 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part. � � 1   0 0 0 �  1  0 0 0 � � 1   1 0 0 0 � �� = �� 0 0 0 2(1+ ) 0 0 �� �� 0 0 0 0 2(1+ ) 0 �� {��} [ 0 0 0 0 0 2(1+ )]{��}
30 MPa 15 MPa 15 MPa z y x (115)
20 © 2018 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.  � � � �� �� 1 = 90,000 1 0.2 0.2 0 0 0 15 0.2 1 0.2 0 0 0 15 0.2 0.2 1 0 0 0 30 0 0 0 2.4 0 0 0 0 0 0 0 2.4 0 0 {��} [ 0 0 0 0 0 2.4]{0} This gives, x = 6.6710-5 y = 6.6710-5 z = 26.6710-5 The shortening in the x, y and z directions are: x = y= 100 mm  6.6710-5 = 0.00667 mm z = 250 mm  26.6710-5 = 0.0667 mm The new dimensions are: 249.9333 mm  99.9933 mm  99.9933 mm 17. �� = �� 2(1+ ) (114) �� = �� 3(1 2) ��+ 4 �� (1.19) �� �� = √ 3 (43) �� �� �� =√  (4.4) From Eqs. (4.3) and (4.4), �� �� �� �� �� 4 =√ + �� 3 2(1+ ) =√ 4 + = √ 1  3(1 2) 3 0.5 

18. Rock mass gives the big picture. It contains intact rock as well as the many different discontinuities (e g., fissures, joints, bedding planes). Intact rock is simply a small specimen taken from the rock which is often free of any discontinuities.

19. MASW = Multichannel Analysis of Surface waves

SASW = Spectral Analysis of Surface Waves

21 © 2018 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.

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