299
Technical Committee 101 - Session II /
Comité technique 101 - Session II
Title
Author(s)
Test soil
Testing Method
Content
2. Treated soils
Small strain behaviour of
a lime-treated soil (No. 1831)
Hibouche et al.
(France)
Lime treated soil
Small-strain TX test
Relations between small strain
modulus, strain level hardening
time
Mechanisms of binder interactions
and their role in strengthening
Kuttanad clay (No. 2174)
Suganya &
Sivapullaiah
(India)
Organic clay
Binder : cement,
lime, slag, fly ash
UC test
Interaction of binders with
soft clay and its effect on
strength
Influence of diatom microfossils on
soil compressibility (No. 2239)
Diaz-Rodriguez &
Gonzalez-
Rodriguez
(Mexico)
Kaolin with
diatomite
Oedometer test
Compressibility of kaolins
increase sharply with addition
of diatomite
Strength properties of densely
compacted cement-mixed
gravelly soil (No. 2287)
Ezaoui et al.
(France)
Cement mixed
gravelly soil
TXC test
Effects of degree of compaction,
cement content, curing time,
gradation, specimen volume on
q
max
Experimental analysis of the mech
-anical properties of artificially cem-
ented soils and their evolution in time
(No. 2579)
Consoli et al.
(Brazil)
Cemented sand
BE using
S and P waves
Characterization of soil-cement
mixtures in terms of Go,Mo with
porosity/cement ratio and curing
time
Triaxial testing of Asphalt
(No. 2851)
Airey & Prathapa
(Australia)
Stone mastic asphalt
(SMA) & dense
asphaltic concrete
(DAC)
TX test
Asphalt response under slow
rate loading and role of
aggregate skeleton
A key parameter for strength
control of lightweight cemented
clays (No. 3040)
Horpibulsuk et al.
(Thailand)
Lightweight
cemented clay
Oedometer test,
UC test
Void/Cement ratio as the prime
parameter for strength &
deformation
3. Testing method
Behaviour of fine-grained soils
compacted with high shear stresses
(No. 2210)
Perez et al.
(Mexico)
Clay, silt, sand
Gyratory compactor
Standard & modified proctor
Effect of vertical pressure, angle
of gyration and number of
gyrations on compaction curve
Enhanced soil characterization
through advances in imaging
technology (No. 2248)
Ohm & Hryciw
(U.S.A)
Coarse grained soil
Sedimaging
Translucent segregation table
Particle size distribution with
imaging technology
Tensile strength of lightly
cemented sand through indentation
tests (No. 2572)
Ge & Yang
(Taiwan)
Lightly
cemented sand
Indentation test
(Tensile strength)
Indirect method for determin-
ing tensile strength of lightly
cemented sand
Field
Menard probe,
Khafagi probe, water
fiteration
Comparison of permeability
testing methods (No. 2930)
Nagy et al.
(Hungary)
Sandy silt and silty
sand
Lab
Const. or falling head
Comparison and reliability of
various permeability methods
The SCS double hydrometer test
in dispersive soil identification
(No. 2976)
Maharaj &
Paige-Green
(South Africa)
Dispersive soil
Double hydrometer test
Ambiguity and discrepancies
in the classification system
Some notes concerning the dry
density testing standards
(No. 3084)
IMRE et al.
(Hungary)
Danube and
Bochum sands
Density test for
e
min
and
e
max
Biased in
e
max
measurement
due to arching
4. Miscellaneous
Hardening process of clayey
soils with high water content
due to thixotropy effect (No. 2446)
Tanaka & Seng
(Japan)
Soft clays
BE
VST
Thixotropic hardening of
clays with high water content
Field
LIDAR, SASW, Remi
The December 29
th
2010
xerolakka municipal solid waste
landfill failure (No. 2494)
George
Athanasopoulos
et al.
(Greece)
Municipal
solid waste
(MSW)
Numerical simulation
Landfill failure due to
inappropriate compaction,
leachate and gas pressure
generation and steepening slope
Influence of minerals on the
elastic behaviour of cohesive soil
(No. 2705)
Sarma & Sarma
(South Africa)
Cohesive soil
N/A
Influence of prime mineral and
its weathering process on elastic
behaviour
Nationality is based on the first author
TX : Triaxial, VST : Vane Shear Test, UC : Unconfined Compression, DS : Direct Shear, TXC : Triaxial Compression, TXE : Triaxial Extension,
BE : Bender Element test, CPT : Cone Penetration Test
