GEOTECHNICAL
ENGINEERING
A Practical Problem Solving Approach
N. Sivakugan
I Braja M. Das
'~
"-OOJ '.
GeoStudio
Geotechnical Engineedng/Civil Engineering
A Titlt
in
J
Ross
Pubb~"lill[!,~'Eureka Series
GeoSludio
DVD INCLUDED
GEOTECHNICAL ENGINEERING
A Practical Problem 'Solving Approach
Nagaratnam Sivakugan
&
Braja M. Das
Geotechnical Engineering:
A Practical Problem Solving
Approach
covers
all
of the major
.geotechnical topics in the simplest
possible way adopting a hands-on
approach with a very strong practical
bias. Engineers
arc
problem solvers.
Developing problem-solving skills is one
of the key learning outcomes expected
of engineering students and this book
provides just that. 60-70% of the book
is devoted to practical problem solving
and 30-40%
covers
fundament.al
concepts.
KEY FEATURES
• om'J"<
carefully
selectedsolved problems with
a wide range of difficulty level- from simple
to challenging
• Includes a
DVD
of
th~Student
Edition of
GeoStudio that can be used for solving a
wide range of geotechnical problems
• Presents the material in the mosl
concisemanner
possible
while
still including
enoughdetail to
solve
theproblems
• Demonstrates theory mrough practical problem
wiving
\~~thless
relianceon
matbcrnatics• om,r,
both soil mechanics and [oandolion
engineering in one book
• WYoffers
downloadabk PowerPoint slides to
assist in classroom instruc60n -
available from
the Web Added Value™ Download Resource
Center at
www.jrosspub.com
The
booksin ·theJ.
RossPublishing
Eweka Sen'es areengineering
textbooks
for a new
gencl·ation. Similarto
problell1~basedlearn-, ing~ ~he subject fnatenai 1S iritegrated "vith exten..<>;ive wurkf:cl ex·
amplet;, quizzes. and rcvic\\' exercises. The writing style is lean and
simple while. not compromisiflg on the breadth or depth of
the
subject matter. Books in'the Eweka Selits are
written
by renownedscholars \vith outstanding university careers who have also made
significant
contribuliom
t
o teaching
andleaming.
JR0167
IS8N: 978-1-60427-010-7
III III
90000GEOTECHNICAL
ENGINEERING
A Practical Problem Solving Approach
N. Sivakugan
I
Braja M. Das
Copyright © 2010 by
J.
Ross Publishing. Inc. ISBN-13: 978-l-60127-01 6-7Printed and bound in the U.S.A Printed on acid-free paper
Library of Congress Cataloging-in-Publication Data
Sivakugan, Nagaratnam, J
956-Geotechnical engineering:
a practical problem solving approach
I by Nagaratnam Sivakugan and Braj.M.
Das.p.em.
Includes bibliographical references and index. ISBN 978-1-60427-016-7 (pbk. : alk paper)
1. Soil mechanics. 2. Foundations. 3. Earthwork. l. Das. Braja M .•
TA710.S5362009
621.1' 5136-dc22
2009032547
This publication contains information obtained from authentic and highly regarded sources. Reprinted material is used with permission. and sources are indicated. Reasonable effort ha., been made to publiili reliable data and information, but tbe author· and the publi>her cannot assume responsibility for the validity o~ all materials or for tbe consequences of tbeir uSe.
All
rights reserved. Neitber tJm; publication nor any part thereof maybe
reproduced, stored ina
retrieval system, or transmitted in any form or by any means, electronic. mechanical, photocopying, recording or otherwise. without the prior written permi>sion of the publisher.The copyright owner's consent does not extend to copying for general distribution for promotion, for creating new work.. GT for r""ale. Specific permission must be obtained from
J.
Ross Publishing for such purposes.Direct all inquiries to
J.
Ross Publishing, Inc., 5765 N. Andrews Way, fort Lauderdale. FL 33309.Phone: (954) 727-9333
Contents
Preface , ... ix
AbDUl Ihe Authors ... ~i
WAV"''' ... xiii
Chapter 1 Introduction ... 1
1.1 General ... 1
1.~ Sous ... 1
1.3 Applications ... 3
1.4 Soil Testing ... 3
15 Geotechnical Literature ... 4
1.6 Numerical Modding ... 6
Review Exercises ... S Chapter 2 Phase Relations ... 11
2.1 Inlroduction ... 11
2.2 Definitions ... 11
2.3 Phase Relations ... 13
Work~d Examples ... 16
Review Exercises ... 22
Chapter 3 Soil Classification ... 27
3.1 Introduction ... 27
3.2 Coarse-Grained Soils ... 27
3.3 Fine-Grained Soils ... 32
3.4 Soil Classification ... 37
Worked Examples ... .41
Review Exercise ... .11
Chapter 4 Compaction ... ..49
4.1 lntroduction ... 49
1.2 Variables in Compaction ... 50
4.3 Laboratory Tests ... 52
4.4 Field Compaction. Specification, and Control ... 55
Worked Examples ... 59
Review Exercises ... 62
vi Contents
Chapter 5 Effective Stress, Total Stress, and Pore Water Pressure ... 65
5.1 Introduction ... 65
5.2 Effective Stress Principle ... 65
5.3 Vertical Nurmal Stresses Due (0 Overburden ... 66
5.4 Capillary Effects in Soils ... , ... 68
Worked Examples ... , ... 70
Review
Exercises ... 71Chapter 6 Permeability and Seepage ... 73
6.1 Introduction ... 73
6.2 Bernoulli's Jiquation ... 73
6.3 Darcy's Law ... 76
6.4 Laboratory and field Permeability Tests ... 77
6.5 Stresses in Soils Due to Flow ... 81
6.6 Seepage ... 82
6.7 Design of Granular Fiiters ... 86
6.8 Equivalent Permeabilities for One·dimensional Flow ... 87
6.9 Seepage AnalYSis U,ing SEEPIW ... 89
Worked Examples ... 94
Re\~ew Exercises ... 103
Chapter 7 Vertical Stresses Bene.th Loaded Are ... 115
7.1 lntroduclion ... 115
7.2 Stresses Due to Point Loads ... 116
7.3 Stresses Due to Line Loads ... " ... 118
7.1 Stresses Under the Comer of a Uniform Rectanl,'lllar l.oad ... 118
7.5 2:1 Distribution Method ... 123
7.6 Pressure Isobars Under Flexible Uniform Loads ... 124
7.7 Newmark's Chart.. ... 124
7.8 Stress Computations Using SIGMA/W ....... 129
Worked Examples.. ... 133
Review Exercises ... 136
Chapter 8 Consolidation ... 139
8.1 Introduc(ion ... , ... \39
8.2 One-dimensional Consolidation ... 140
8.3 Consolidation Test ... 143
8.4 Camputation of Final Consolidation Settlemeot. ... 150
8.5 Time Rate of Consolidation ... , ... 153
8.6 Secondary Compression ... 159
Worked E.,.mplcs ... 165
Contents vii
ChapteJ' 9 Shear Strength ... 181
9.1 Introduction ... 181
9.2 Mohr Cirdes ... 11>1 9 .3 Mohr-Coulomb Fail" re Criterion ... 186
904 A Common Loading $ltuation ... 187
9.5 Mohr Cirdes and Failure Envelopes in Terms
of"
and 'T ... 1909.6 Drained and Undrained Loading Situations ... 191
9.7
Triaxial
Test ... 19398 Direct Shear Test... .. ... 200
9.9 Skempton's Pore Pressure Parameters ... 202
9.10 O'J
-(1,
Relatiollship at I'ailure ... 2059.11 Stress Paths ... 206
Worked Examples ... 21 0 I(eview Exercises ... 217
Chapter 10 Lateral Earth Pressnres ... 225
10.1 Introduction ... 225
10.2 At·rest State ... 226
10.3 Rankine's Earth Pressure Theory ... 230
lOA Coulomb's Earth Pressure Theory ... 237
Worked E~amples ... , ... , ... 210
Review Exercises ... 216
Chapter 11 Site Investigation ... , ... 251
11.1 Introduction ... 251
11.2 Drilling arid Sampling ... .253
11.3 In Situ Tests ... , .. " ... 257
1104 Laboratory Tests ... 276
11.5 Site Investigation Report... ... 276
Worked Examples ... 280
Review Exercises ... 283
Chapter 12 Shallow Foundalions ... 289
12.1 Introduction ... , ... 289
12.2 Design Criteria ... 290
12.3 Bearing Capacity of i\ Shallow Foundation ... 291
12.4 Pressure Distributions Beneath Eccentrically Loaded Footings ... 30J 12.5 Introduction to Raft Foundation Design ... 304
12.6 Settlement in a Granular Soil ... 310
12.7 Settlement in a Cohesive Soil ... 319
Vlii Contents
Chapter 13 Deep Foundatinns ... _ ... 341
13.1 Introduction ... 341
13.2 Pile Materials ... _ ... 342
13.3 Pile Installation ... _ ... 345
13.4 Load Carrying Capacity of a Pile-Static Analysis ... 347
13.5 Pile-Driving Formulae ... 354
13.6 Pile Load 'fest ... , ... " ... ~ .. ~ ... " .... ".,,.,--.. -<"H.,~ .. ~.' ... ,, •..•. ... <0"" ... " ... ; 0 " • • ," . • . • , . , , . . . 355
13.7 Settlement of a Pile ... 357
13.8 Pile Group ... 361
Worked E.xamples ... " ... .365
Review Exercises ... " ... 373
Chapter 14 Earth Retaining Sttuctures ... m . . . 377
14.1 Introduction ... 377
14.2 Design of Retaining Walls ... 379
14.3 Cantilever Sheet Piles ... 385
14.4 Anchored Sheet Piles ... , ... 395
14.5 Braced ExcavatiOllS ... , ... 399
WOTked Examples ... .404
Review £xercises ... 415
Chapter 15 Slope Stability ... 421
15.1 Introduction ... 421
15.2 Slope Failure and Safety Factor ... 422
15.3 Stability of Homogeneous Undrained Slopes ... 423
15.4 Taylor's Stability Charts for c'
-q,'
Soils ... 42715.5 Infinite Slopes ... , ... ..429
15.6 Method of Slices ... , ... 432
15.7 Stability Analysis Using SLOPE/W ... 435
Worked Examples ... .443
Review Exerdses ... 449
Chapter 16 Vibrations of Fowtdations ... .453
16.1 Introduction ... m ... .453
16.2 Vibration Theory-General ... , ... .454
16.3 Shear Modulus and Poisson's Ratio ... 463
16.4 VeTtical Vlbration of Foundations- Analog Solution ... _ ... , ... , ... .465
16.5 Rocking Vibration of Foundations ... , ... .469
16.6 Sliding Vibration of Foundations ... _ ... , ... 475
16.7 Torsional Vibration of !'oundations ... 478
Review Exercises ... , ... .483
Preface
We both have been quite successful as geotechnkal engineering teachers. In
Geotechnical
Engi-neering: A Practical Problem Solving Approach,
we have tried to cover
every
major geotechnical
topic in the simplest way possible. We have adopted a hands-on approach with a stCGng,
prac-tical bias. You willlcam the material through several worked examples that take geotechnkal
engineering principles and apply them to realistic problems
that
you are likely to encounter in
real-life field situations. This is our attempt to write a straightforward, no-nonsense,
geotechni-cal engineering textbook that will appeal to a new generation of students. This is said with no
disrespect to the variety of geotechnical engineering textbooks already available---each serves
a purpose.
.
~~ 'f'We have used a few symbols to facilitate quick referenciug and to call your at- ... rj):
tention to key concepts. This symbol appears at the end of a chapter wherever it is·",,; ..
necessary
toemphaSize a partkular point and your need to understand it.
~ern'
del'
There are a few thoughtfully selected review exercises at the end of each chap-
'"
tec, and answers are given whenever possible. Remember, when you practice as a
professional engineer you will not get to see the solutions! You
will
simply design
with confidence and have it checked by a colleague. The degree of difficolty
in-creases with each review exercise. The symbol shown here appears beside the most
challenging problems.
We also try to IHLrturC the habit of self-learning through exercises that
re-late to topks not covered in this book. Here, you are expected to surf the
Web; or even better, refer to library books. The knowledge obtained from
both the research activity and the material itself
will
complement the
mate-rial from this book and is an integral part of learning. Such research-type
questions are identified by the symbol shown here. Today, the
www
is at your fingertips,
so this should not be a problem. There are many dedicated Web sites for geotechnical
re-sources and reference materials (e.g., Center for Integrating Information on
Geoengineer-ing at http://www.geoengineer.org). Give proper references for research-type questions in
your short essays. Sites like Wildpedia (http://en.wikipedia.org) and YouTube (http://www
.youtube.com) can provide useful information including images and video clips. To obtain the
best references, you mnst go to the library and conduct a proper literature search using
appro-priate key words.
x Preface
We have included eight quizzes to test your comprehension, These are closed-book quizzes that should he completed within the specified times, They are de-sigll~d to make you think and show you what YOll have missed,
The site investigation chapter has a slightly different layout. lhe nature of this topic is quite descriptive and less rejiant on problem solving. It is good to have a dear idea of what the different in situ testing devices look like. For
this
reason, we have induded several quality photographs. The purpose of the site investigation exercise is to derive the soil pa rameters from the in situ test data. A wide range of empirical correlations that are used in practice are summarized in this chapter. Tests are included that are rarely covered in traditional textbooks-such as the borehole shear test andthe Ko
stepped blade test-and are followed by review questions that encourage the reader to review other SOurces of literature and hence nurture the habit of research.Fotmdation Engineerlng is one of the main areas of geotechnical engineering; therefore, considerable effort was directed toward Chapters 12 and 13. which cover the topics of bearing capacity and settlements of shallow and deep foundations.
This is not a place for uS to document everything we know in geotechnical engineering, We realize
that
this is your first geotechnical engineering book and have endeavored (0 give sufficient breadth and depth coveringall
major topiCS in soil mechanics and foundation engineering.A free DVD containing the
Student Edition
ofGeoStudio
is included with this book. It isa
powerful software suite that can be used for solving a wide range of geotechnical problems andis a
useful complement to traditional learning.We are
grateful toMr.
Paul Bryden and the GeoStudio team for their advice and s~lpport.We
are grateful LO the following people who have contributed either by feviewing 'hapters from the bookand
proViding suggestions for improvement Dr. Jay Amcratunga. Colfey Geo-technics; Ms. Julie Lovisa. James Cook University; Kieralee Rankine, Golder Associates; and Shailesh Singh, Colfey Gcotechnks; or by providing photogr~phs or data: Dr. Jay Ameratunga, Coffey Geotechnics; Mr. Mark Arnold, Douglas Parlners;Mr.
Martyn Ellis, PMC. UK; sor Robin Fell, University of New South Wales; Dr. Chris Haberfield. Golder Associates; Profes-sor Silvano Marchetti, University of LAquila, Italy; Dr. Kandiah Firapakaran, ColTey Geotech-nics:Dr.
KirraleeRankine,
Golder Associates; Dr.Kelda
Rankine. Golder Associates;Dr.
Ajant. Saehan.lIT Kanpur. India: Mr. Leonard Sands, Venezuela; Dr. Shailesh Singh, ColIey Geotech-nics; Mr. Bruce Stewart, Douglas Partner.; Professor David White, Iowa State University.We wish to thank Mrs. Janke Das and Mrs. Rohini Siwkugan, who provided manuscript preparation
and
proofreading assistance. Finally, we wish to thank Mr. Tim Pletscher of). Ross Publishing for his prompt response toall
our questions andfor his
valnable contributions at variousstages.