project class
Conducted by: Offered to :
Riyadh, Saudi Arabia, 2019-2020
Dr. Mohamed Ezzat Assistant professor of Civil Eng.
Department of Engineering Management
College of Engineering.
Prince Sultan University
Undergraduate Students –Senior Level.
Engineering Management Department.
College of Engineering.
Prince Sultan University
2nd semester- Year 2019-2020.
EM 306 : Soil Mechanics and Foundations
❑ OBJECTIVES OF THE LECTURE
■■ To give a brief explanation about evaluation of soil properties, including reconnaissance, steps of
soil exploration (boring, sampling, and testing), and the record of field exploration. Although different
types of soil tests are discussed.
2019-2020 (192)
❑ Page :1 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
TENTATIVE WEEKLY COURSE SCHEDULE WEEK UNIT/ TOPIC
Number of Contact
hours
1 Introduction 5
2 Soil Formation 5
3 Engineering Properties of Soil 5
4 Soil Exploration 5
5 Soil Compaction 5
6 Water in Soil 5
7 Stress in soils 5
8-9 Consolidation of soil 5
10-11 Shear Strength of soil 10
12-13 Bearing Capacity and Shallow Foundations 10
14 Deep Foundations 5
15 Lateral Earth Pressure & Retaining Structures As Scheduled
❑ Soil Exploration Topic No. 4
Soil Exploration
❑ Soil Exploration Topic No. 4
❑ Page :2 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
DEFINITION ❑
❑
❑ Soil Exploration Topic No. 4
❑ Page :3 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
STAGES OF SOIL EXPLORATION Stage (1):
Reconnaissance
Stage (2):
Preliminary Investigation
Stage (3):
Detailed investigation
Boring –Sampling - Testing
Stage (4):
Report Writing
❑ Soil Exploration Topic No. 4
❑ Page :4 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
RECONNAISSANCE ❑
❑
▪
▪
❑
▪
▪
❑
❑ Soil Exploration Topic No. 4
❑ Page :5 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
STEP(2) OF SOIL EXPLORATION ❑ Detailed Soil exploration consists of three steps: o
o
o
❑ Soil Exploration Topic No. 4
❑ Page :6 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
1. BORING: ❑ Common types of borings are:
❑ Soil Exploration Topic No. 4
❑ Page :7 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
A. AUGER BORING:
❑ Soil Exploration Topic No. 4
❑ Page :8 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
A. AUGER BORING:
•
•
❑ Soil Exploration Topic No. 4
❑ Page :9 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
B. TEST PITS:
Shoring
❑ Soil Exploration Topic No. 4
❑ Page :10 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
•
•
❑ Soil Exploration Topic No. 4
❑ Page :11 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
C. CORE BORINGS
❑ Soil Exploration Topic No. 4
❑ Page :12 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
core barrel
Videos : Core Boring
C. CORE BORINGS •
•
•
•
❑ Soil Exploration Topic No. 4
❑ Page :13 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
•
•
•
•
•
C. CORE BORINGS
❑ Soil Exploration Topic No. 4
❑ Page :14 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ Compression tests :
❑ Permeability tests: Rock Compression tests
Rock Permeability Test
C. CORE BORINGS
❑ Soil Exploration Topic No. 4
❑ Page :15 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
CORE RECOVERY
❑ Soil Exploration Topic No. 4
❑ Page :16 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
ROCK QUALITY DESIGNATION (RQD)
❑ Soil Exploration Topic No. 4
❑ Page :17 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
NUMBER OF BORINGS & DEPTH OF BORING
❑ Soil Exploration Topic No. 4
❑ Page :18 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ROUGH GUIDE FOR INITIAL SPACING OF BORINGS:
NUMBER OF BORINGS o
o
o
•
•
❑
❑ Soil Exploration Topic No. 4
❑ Page :19 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
ROUGH GUIDE FOR INITIAL SPACING OF BORINGS :
❑ Soil Exploration Topic No. 4
❑ Page :20 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
In general, the depth of boring should: ▪
▪
▪
DEPTH OF BORINGS
Determination of the minimum
depth of boring
❑ Soil Exploration Topic No. 4
❑ Page :21 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
DEPTH OF BORINGS
❑ Soil Exploration Topic No. 4
❑ Page :22 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
❑
❑
GROUNDWATER TABLE (GWT)
❑ Soil Exploration Topic No. 4
❑ Page :23 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
DEPTH OF BORINGS ❑ GWT & Depth of boring:
o
o
o
❑ Soil Exploration Topic No. 4
❑ Page :24 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
DEPTH OF BORINGS
❑ Soil Exploration Topic No. 4
❑ Page :25 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Example 1
❑ Soil Exploration Topic No. 4
❑ Page :26 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
o
o
o
Solution:
❑ Soil Exploration Topic No. 4
❑ Page :27 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Sampling
❑ Soil Exploration Topic No. 4
❑ Page :28 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
STEPS OF SOIL EXPLORATION
2. SAMPLING: •
•
❑ Soil Exploration Topic No. 4
❑ Page :29 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
2. SAMPLING:
❑ Soil Exploration Topic No. 4
❑ Page :30 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Disturbed Undisturbed
Boring Method
Auger boring o Carving a sample from test pits
o Pushing Shelby tube into soil to
extract sample
Characteristics some of their characteristics are
changed due boring process.
exactly the same as it was when it
existed in place within the ground
Packaging and
Transportation
airtight container (plastic bag or
airtight jar)
coated with paraffin wax
Lab. Tests these
samples are used
for
• soil grain-size analysis, liquid
and plastic limits
• specific gravity
• the compaction
• CBR tests
• Strength,
• Compressibility,
• Permeability
❑ Soil Exploration Topic No. 4
❑ Page :31 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Testing
❑ Soil Exploration Topic No. 4
❑ Page :32 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ Laboratory Test o
❑ Field Test o
o
o
o
o
3.TESTING
STEPS OF SOIL EXPLORATION ❑ Soil Exploration Topic No. 4
❑ Page :33 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
GROUNDWATER TABLE (GWT) ❑
❑
❑
❑
❑ Soil Exploration Topic No. 4
❑ Page :34 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
STANDARD PENETRATION TEST (ASTM D 1586)
❑ Soil Exploration Topic No. 4
❑ Page :35 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
STANDARD PENETRATION TEST (S.P.T)
❑ Soil Exploration Topic No. 4
❑ Page :36 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
STANDARD PENETRATION TEST (S.P.T)
❑ Soil Exploration Topic No. 4
❑ Page :37 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
STANDARD PENETRATION TEST (S.P.T)
❑ Soil Exploration Topic No. 4
❑ Page :38 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ Method 2:
𝑵 = 𝑵′ × ( Τ𝟏𝟎𝟎 𝒑𝟎) Τ𝟏 𝟐
STANDARD PENETRATION TEST (S.P.T)
❑
❑
❑ Method 1:
𝑪𝑵 = 𝟎.𝟕𝟕𝐥𝐨𝐠𝟏𝟎 𝟏𝟗𝟏𝟓
𝒑𝟎 𝒑𝟎in kN/m
𝟐
❑ Soil Exploration Topic No. 4
❑ Page :39 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Example 2
❑ Soil Exploration Topic No. 4
❑ Page :40 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ Using Method (1):
❑
Ans.
Solution:
❑ Soil Exploration Topic No. 4
❑ Page :41 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
36)907.0)(40( ==correctedN
907.0 1915
log77.0
kN/m2.127)kN/m0.21)(m6(
0 10
23 0
==
==
p C
p
N
Using Method (2):
Solution:
❑ Soil Exploration Topic No. 4
❑ Page :42 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
46.35
)kN/m2.127100()40(
)100(
kN/m2.127
212
21
0
2
0
=
=
=
=
corrected N
N
p'NN
p
❑
RESULTS OF STANDARD PENETRATION TEST
❑ Soil Exploration Topic No. 4
❑ Page :43 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
RESULTS OF STANDARD PENETRATION TEST
❑ Soil Exploration Topic No. 4
❑ Page :44 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
RESULTS OF STANDARD PENETRATION TEST
❑ Soil Exploration Topic No. 4
❑ Page :45 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
❑
❑
❑
❑
VANE TEST ❑ Soil Exploration Topic No. 4
❑ Page :46 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑ Soil Exploration Topic No. 4
❑ Page :47 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
VANE TEST ❑
❑ Soil Exploration Topic No. 4
❑ Page :48 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
( )3-3
)6/()2/( 32
dhd
T c
+ =
❑
❑
VANE TEST
❑ Soil Exploration Topic No. 4
❑ Page :49 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
❑
❑
Example 3
❑ Soil Exploration Topic No. 4
❑ Page :50 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
Solution:
❑ Soil Exploration Topic No. 4
❑ Page :51 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
( ) ( )
( ) ( ) ( )
2
32
32
N/m94.8233
6
0920
2
18400920
mN5023
62
=
+
=
+ =
c
... π
. c
/dh/dπ
T c
❑ ❑
Solution:
❑ Soil Exploration Topic No. 4
❑ Page :52 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
RECORD OF SOIL EXPLORATION
“REPORT WRITING”
❑ Soil Exploration Topic No. 4
❑ Page :53 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
RECORD OF SOIL EXPLORATION ❑
❑
❑
❑
❑ Soil Exploration Topic No. 4
❑ Page :54 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
RECORD OF SOIL EXPLORATION
❑ Soil Exploration Topic No. 4
❑ Page :55 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
❑
o
o
o
o
❑
RECORD OF SOIL EXPLORATION
geological profile
❑ Soil Exploration Topic No. 4
❑ Page :56 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
RECIPE FOR SUCCESS,
As long as you live, Just Keep
L e a r n i n g …
References
• Das, B., M. (2014), “ Principles of geotechnical Engineering ” Eighth Edition, CENGAGE Learning, ISBN-
13: 978-1-133-10867-2.
• Knappett, J. A. and Craig R. F. (2012), “ Craig’s Soil Mechanics” Eighth Edition, Spon Press, ISBN: 978-0-
415-56125-9.
• Orabi, A. (2015),Soil Mechanics, “Introduction &Properties of Soil lecture notes”, International university of
sciences and technology.
• Terzaghi, K. (1936) "Stress Distribution in Dry and in Saturated Sand Above a Yielding Trap-Door",
Proceedings. First International Conference on Soil Mechanics and Foundation Engineering, Cambridge,
Massachusetts, pp. 307-311.
• Terzaghi, K. (1943). “Theoretical Soil Mechanics”. John Wiley & Sons, New York.
• Meyerhof, G. G. (1951). “The Bearing Capacity of Foundations”. In Géotechnique, vol. 2, no. 4, pp. 301-
332.
• Radwan, A. (2013), “fundamentals of Soil Mechanics”. Helwan university, Faculty of engineering. Civil
Department library.
• El-Kadi, F. (2002), “Principles of Soil Mechanics”. Ain shams university, Faculty of engineering. Civil
Department library.
• Vesic, A. S. (1975). Principle of pile foundation design. Soil Mechanics Series No 38, School of
Engineering, Duke University.
• Joseph E. Bowels, (1999), "Physical and Geotechnical Properties of Soils"; McGraw Hill Book.
• Cheng Liu and Jack B. Evett, Soils and Foundations, 8th Edition; 2013.
❑ Soil Exploration Topic No. 4
❑ Page :57 Dr. Eng. Mohamed Ezzat EM306: Soil Mechanics and Foundations
• Presentation of the theories and principles of soil mechanics
and foundation engineering.
• Explore the equipment's and instrumentations used for in-situ
and laboratory testing of soil.
• Outline the design standards of different types of foundation,
soil support systems according to several international codes.
• Provide sufficient field case studies and solved examples so that
students can make judgements as to the credibility of results
that they may obtain, or review, in the future.
Soil is a complex multiphase material. A sound understanding of
the fundamental principles and design applications of soil
mechanics is needed to predict the behavior and performance of
soil as a construction material or as a supporting medium for
engineering structures.
The main objective of this course is to provide the undergraduate
student with an insight into the theories and principles of soil
mechanics and foundation engineering, and its applications in
practical problems. The methodology that will be followed in this
course to achieve its objectives are directed towards the following
points:
Preface
Course Instructor
Dr. Mohamed Ezzat Al-Atroush
Dr. Mohamed Ezzat obtained his Ph.D. Degree from Ain Shams University, Egypt, in 2018. He joined the Prince Sultan University (PSU) in 2019 as an Assistant Professor in the area of Civil Engineering. He has broad experience in the field of geotechnical engineering on academic and professional works. Also, he has published many international journal and conference publications in the area of Geotechnical Engineering. He is a member of several international technical committees, such as the American society of civil engineers (ASCE).
On the other hand, Dr. Ezzat participated in many consultancy projects involving site investigations, problematic soils, evaluation of stability of slopes and escarpments, construction and permanent dewatering, design of deep excavation support, traditional and specialized lab testing, field monitoring, geophysical studies, foundation and bridge design, effect of tunnel induced ground deformations on adjacent surface and underground structures. His main research interests are in the Large Diameter bored piles, tunneling and deep excavations, Dynamic soil-structure interaction, Ground Improvement, and Energy and Sustainable Geotechnics.