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ECIV 3302

Engineering Geology

CHAPTER 1
GEOTECHNICAL ENGINEERING –
A HISTORICAL PERSPECTIVE
Associate Professor Mazen Abualtayef
Civil and Environmental Engineering Department
Islamic University of Gaza, Palestine
The materials are mostly adapted from the presentation of Dr. Ahmed Abu Foul

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Soil Mechanics
Soil mechanics is the branch of science that
deals with the study of physical properties of soil
and the behavior of soil masses subjected to
various types of forces.

Soil is defined as the un-cemented aggregate of


mineral grains and decayed organic matter (solid
particles) with liquid and gas in the empty spaces
between the solid particles.

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Historical Perspective of Soil
Mechanics & Geotechnical Engineering
 The record of the first use of soil as a
construction material by mankind is lost in
antiquity.
 In true engineering sense, there is no
‘Geotechnical Engineering’ prior to the 18th
Century.
 One of the most famous example of problems
related to soil bearing capacity and foundations
in the construction of structures prior to 18th
century is the Leaning Tower of Pisa in Italy.
 The construction of the Tower began in 1173
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A.D. and last over 200 years.
Historical Perspective of Soil
Mechanics & Geotechnical
. Engineering
The Leaning Tower of Pisa,
Italy.
Morning, 1 March 2004. SW
view
Height: 54 m;
Max tilt: 5 m out of plumb
Tilt direction: E, N, W, and S.
Weight: 15,700 tons;
Base: φ = 20 m;
Reason: a weak clay layer at
11 m depth
Solution: excavation of soil
from north side for about 70
tons. 4
Tilting of Garisenda Tower (left) in Bologna, Italy (built in 12th5
Century)
Study of soil behavior in a more methodical manner in the
area of geotechnical engineering started in the early part
of the 18th century, and last to 1927.

The development of soil mechanics can be divided into


four phases, according to Skempton (1985):

1- Pre-classical period (1700-1776):


The natural slope, the unit weight and rough classification
of soils;
2- Classical soil mechanics –Phase I (1776-1856):
Started from French scientist Coulomb’s presentation on
determining the sliding surface in soil behind a retaining
wall; ended by the publication of Rankine’s paper on
earth lateral pressure.
Rankin’s theory is a simplification of Coulomb’s theory.
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3- Classical soil mechanics –Phase II (1856-1910)
Started from the publication of a paper on the
permeability of sand filters by French engineer Darcy in
1856.

4- Modern soil mechanics (1910-1927)


Marked by a series of important studies and publications
related to the mechanic behavior of clays, most
noticeable:
Atterberg (1911) on consistency of clayey soils, the
Atterberg limits;
Bell (1915) on lateral pressure and resistance of clays;
Terzaghi (1925) on theory of consolidation for clays.

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Geotechnical Engineering after 1927
The development of Geotechnical Engineering as
a branch of Civil Engineering is absolutely
impacted by one single professional individual –
Karl Terzaghi (1883-1963).

His contribution has spread to almost every topic


in soil mechanics and geotechnical engineering
covered by the test book:

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Born: October 2, 1883 in Prague
Died: October 25, 1963 in Winchester,
Massachusetts.
He won the Norman Medal of ASCE
four times (1930, 1943, 1946, and
1955).
He was given nine honorary doctorate
degrees from universities in eight
different countries.
He started modern soil mechanics with
his theories of consolidation, lateral
earth pressures, bearing capacity, and
stability.

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