298
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
APPENDIX
Table 1. List of papers in Laboratory Testing of Geomaterials II: Strength Properties and Treated Soil
Title
Author(s)
Test soil
Testing Method
Main Topics
1. Strength
1.1 Database of strength and stiffness properties
Anisotropic strength ratio and
plasticity Index of natural clays
(No. 2137)
J. Y. Won
(U.S.A)
Natural clay
C
K
0
UC, C
K
0
UE
203 Data Base from 14
countries
The well-known trend between
& PI cannot be justified
Careful consideration of site
specific characteristics
A comparison between the shear
strength measured with direct shear
and triaxial devices on undisturbed
and remolded soils (No. 2280)
Castellanos &
Brandon
(U.S.A)
Undisturbed and
remolded clays
in New Orleans
CU TX test
CD DS test
Comparison between drained
strengths measured by direct
shear and triaxial test
Importance of preferred particle
orientation based on horizontal
deposition
Correlation between drained shear
strength and plasticity index of
undisturbed overconsolidated clays
(No. 2399)
Sorensen &
Okkels
(Denmark)
Undisturbed OC
Danish clays
TXC test
(305 data collection from
old & recent projects)
Drained peak strength vs
Plasticity index
Lower bound
�’
and
c’
for
preliminary design
Bounding surface plasticity model
parameters for Baghdad soils
(No. 2639)
Omar al-Farouk
Salem al-Damluji et al.
(Iraq)
Undisturbed and
disturbed soil
sample
K
0
& isotropically
consolidated TXC & TXE
Parameters for bounding
surface plasticity model for
Baghdad soil
Duncan-Chang parameters for
hyperbolic stress strain behaviour
of soft Bangkok clay (No. 2872)
Suched
Likitlersuang et al.
(Thailand)
Soft and stiff
Bangkok clay
Drained & undrained TXC
and TXE
Data Base from AIT
Undrained & drained strength
& stiffness parameters for
hardening soil model of
Bangkok clay
Interpretation of stress-dependent
mechanical behaviour of rockfill
materials (No. 3011)
Jannati Aghdam
& Soroush
(Iran)
Rockfill materials
TXC test
30 types of database
Variations in deformation and
strength parameters of rockfill
material with confining pressure
1.2 Gas-hydrate bearing soil and mining by-products
Field
VST, CPT
Evaluation of sample disturbance
due to the exsolution of dissolved
gas in the pore water of deep lake
bottom sediments (No. 2001)
Yamashita & Miura
Kitami
(Japan)
Lake Baikal, Russia
gas hydrate-
bearing sediment
Lab
UC
Simulation of exso-
lution of dissolved gas
Effects of exsolution of dissolved
gas in the pore water on strength
properties
Reduction of strength with the
increase of gas concentration
Settlement and shear strength of
uncemented coal mine overburden
materials placed loosed under dry
and wet conditions (No. 2782)
Williams & Kho
(Australia)
Overburden
materials
in coal mine
DS test
Staged creep compression test
Settlement of overburden
material due to self-weight,
collapse on wetting and
degradation
Shear strength and deformation
modulus of tailing sands under
high pressures (No. 2800)
Campana & Bard
(Chile)
4 tailing sands from
copper mines
Drained & undrained
TX tests with confining
pressure up to 3MPa
Compare strength, modulus,
and cyclic shear resistance of
tailing sands with natural sands
1.3 Soil fabric and particle characteristics
Undrained TX test
Soil structure in gravel-mixed sand
specimen and its influence on
mechanical behaviour (No. 2043)
Kodaka et al.
(Japan)
Gravel-mixed sand
Numerical simulation
Effect of initial suction during
specimen preparation on soil
structure and strength
Effect of particle characteristics on
behavior for granular
materials
(No. 2166)
Hun Hwan Lee
et al.
(Korea)
Jumunjin sand glass
beads etched glass
beads
Oedometer test to measure
K
0
Effects of particle shape, surface
roughness and angularity on
�’
-
K
0
relation
Non-coaxial behaviour of sand in
drained rotational shear (No. 2489)
Yang et al.
(U.K)
Leighton
Bazzand sand
Drained rotational shear
test with hollow cylinder
apparatus
Non-coincidence of principal
stress directions and principal
strain increment directions
Characterization of geomechanical
and hydraulic properties of non-
wettable sands (No. 2178)
Dae hyun Kim
et al.
(Korea)
Jumunjin sand
Hydraulic tests
DS test
Hydraulic and mechanical
properties of non-wettable sands
Fabric and critical state of
granular materials (No. 2960)
Yan & Zhang
(Hong Kong)
Mono-sized pill
shape rigid particle
Numerical biaxial test
(discrete element)
Particle orientations and void
space at large strains
