473
Technical Committee 102 /
Comité technique 102
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Table 1. Summary of the general characteristics from each of the papers for Technical Section TC 102 (In-Situ Testing).
Main Investigation Tool
Main
Topic
In Situ
Laboratory
Studied Soil Type
Investigation Approach
Subtopics
Author / Paper
SPT / BPT / SWS
CPT
DMT
PMT
Panda/DCP
Geophysics
Borehole
Sampling
Permeability
New Device
Other Type
Index
Oedometer
Uniaxial / Triaxial
Simple / Direct
Ring Shear
Proctor / CBR
Other Type
Sand / Gravel
Silt / Clay
Residual / Tropical
Earth Fill / Tailing
Rock / Saprolite
Other Type
Empirical
Analytical
Numerical
Instrumentation
Calibration
Chamber
Field Data
Probabilistic
Statistical
Experimental
Objective or Major Contribution
Serratrice
X
X
X
X
X
Classification of soil sensibility via CPT tests
S
C Baud & Gambin
X
X
X
X
X
X
X
Enhancement of soil type interpretation via PMT tests
Ivsic et al.
X
X
X
X
X
X
X
X
Model for landslide analysis via site correlations
Site Characterization
G
M Steenfelt et al.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Site characterization for tunnel design
Kim et al.
X
X
E
X
X
Storage of CO
2
emissions in sedimentary basins
Fenton & Hicks
X
X
Technique for optimum soil sampling
N
U Somasundaram et al.
X
X
LS
X
X
X
X
X
Site techniques to characterize and analyze debris fills
Jacquard et al.
X
X
X
X
X
X
X
X
Details of a new high volume PMT probe
Rito & Emura
X
X
X
X
X
X
X
Details of a new high depth sampler and piezometer
Kayser et al.
X
X
NS X
X
X
X
X
Scour evaluation for piers via new in-situ probe
Giacheti et al.
X
X
X
X
X
X
X
Development of seismic SPT for residual soils
Frost & Martinez
X
X
X
X
X
X
X
CPTu upgrade with a new multi sensor device
Technological
Advances
N
I
Monnet
X
X
P
X
X
X
X
X
X
Development of a new enhanced PMT probe
Yasufuku et al.
X
X
X
X
X
X
X
X
X
Rational use of in-situ and lab. tests for foundations
Cao et al.
X
SS
X
NS X
X
X
X
X
X
Field instrumentation and results of a pile curtain wall
Hokmabadi et al.
ST
X
X
X
Dynamic soil-structure analyses for piles
D
I
Amoroso et al.
X
X
X
X
X
X
X
X
X
X
X
Potential use of SDMT in a real case investigation
Haza-Rozier et al.
SS
X
X
Improvement of the behavior of a soil foundation
Svinkin
SS
X
X
X
Issues on ground vibration by pile driving
Matesic et al.
X
X
X
LT
NS X
X
X
X
X
Field tests to monitor the foundation of oil tanks
Jeon & Mimura
X
X
X
X
X
Soil foundation deformation of an offshore airport
Chou et al.
X
X
Field survey of affected region after Morakot typhoon
Lin et al.
X
X
X
X
X
Soil erosion via multiscale sediment monitoring tool
Al-Saoudi et al.
X
NS
GS
X
Geotechnical properties of gypseous soils via lab. test
Shulyatiev et al.
LT X
NS
X
X
X
Parameters from field load tests on barrette type piles
Chen et al.
X
X
X
Study of cuttability index for tunnel excavation
Geotechnical Analysis and
Behavior
F
C
Bellato et al.
X
X
X
X
X
Assessment of cutter soil mixing samples in the lab.
Baud et al.
X
X
X
X
Shear modulus degradation assessment via PMT tests
Benz et al.
X
X
X
X
X
X
X
X
New interpretation approach for Panda penetrometer
Nishimura et al.
X
NS
X
X
X
Earth fill investigation using probability analyses
Poulsen et al.
X
X
X
X
X
Influence of CPT penetration rate in silty soils
Galaa et al.
X
X
X
X
X
X
X
X
X
Hyd. conductivity determination of glacial deposits
Phoon & Ching
X
X
FV
X
X
X
X
X
X
In-situ parameters via reliability-based approach
N
T
Motaghedi et al.
X
X
X
X
X
X
X
X
CPTu strength values via capacity-based equation
Tumay et al.
X
X
X
X
X
X
X
Organic content assessment for sedimentary soils
Mulabdic
X
X
X
X
X
X
X
X
X
X
Characterization of a compacted dam via in-situ tests
Zabielska-Adamska
X
X
FA
X
X
Assessment of a compacted soil via CBR tests
Chapuis
X
X
X
X
X
X
X
X
Scale effects in the permeability of sandy aquifers
Mlynarek et al.
X
X
X
X
X
X
X
X
Deformation moduli from jointed CPT & DMT tests
Liu et al.
X
X
X
X
X
X
X
Practice and correlations of CPTu tests in China
Espinace et al.
X
X
NS
X
X
X
X
Control of tailing dams with the Panda penetrometer
Soil and Rock Properties
P
E
Hanza & Shahien
X
X
X
X
X
X
X
Correlations on drained compressibility parameters
SC=Soil Classification, GM=Geote
SPT=Standard Pen. Test, BPT=Bec
LT=Load Test
chnical
Modeling, NU=New Uses of In-Situ Technology, NI=New In-Situ Tools,, DI=Design Improvement, FC=Field Conditions/Site Performance, NT=New Theoretical Advances, PE=Parameter Evaluation.
ker Pen. Test,, SWS=Swedish Weight Sounding, CPT=Cone Pen. Test, DMT=Dilatometer Pen. Test, DCP=Dynamic Cone Probing, LS=Large Scale Density, FV=Field Vane Test, SS=Stress Strain Sensors,
, CBR=California Bearing Ratio, P=Permeability, ST=Shaking Table, E=Eletroresistivity, G=Geophysics, NS=Lab Test adopted but Non Specified, GS=Gypseous Soil, FA=Fly Ash.
