Geophysical methods are powerful tools to explore site characterization for geotechnics. Among the possible fields of geophysical application are hydrocarbon, mineral and geothermal exploration, disaster mitigation, environmental, slope stability assessments, soil characterization and searching of an archaeological site. The available techniques are characterized by different penetration and resolution capabilities, from a few centimetres to kilometres. This paper presents an original use of Spectral Analysis of Surface Wave (SASW) method to site characterization of soil stiffness, and it will be compared with Standard Penetration Test (SPT), and for rock mass strength identification it will be compared with Rock Quality Designation (RQD). Surface wave dispersion analysis is widely used in geophysics to infer a shear wave velocity model of the subsoil for a wide variety of application (Foti, S. et al., 2011) and to suppose strength of rock mass for RQD parameter estimation. Objectives of the paper are, first to the point that SASW method is an insitu tests, rapid and cost-effective geotechnical investigation, second to show that application of SASW method in the subsoil and rock mass can provide accurate parameters of N-SPT for soil stiffness and RQD for rock mass strength. Finally, some illustrations of the advantages or disadvantages and compare the result of the SASW method with the conventional geotechnical test are presented.

1.
Arild
,
P.
and
Rajbal
,
S.
2001
:
The deformation modulus of rock masses∼comparisons between in situ tests and indirect estimates
,
Tunnelling and Underground Space Technology
, Vol.
16
No.
3
, 2001.
2.
Athanasopoulos
,
G.A.
,
Pelekis
,
P.C.
, and
Anagnostopoulos, Effect of soil in the attenuation of Rayleigh-wave motions from field measurements
,
Soil Dynamic and Earthquake Engineering
19
(
2000
)
277
288
.
3.
Bradly
Vali
and
Gabriel
Arpa
,
2012
, Finding the Relationship between RQD and Fracture Frequency in the different Ok Tedilithologies,
International Symposium on Earth Science and Technology
,
CINEST
2012.
4.
Crystal
Cox
and
Paul
Mayne
, (
2015
),
Soil Stiffness Constitutive Model Parameters for Geotechnical Problems: A dilatometer Testing Approach
,
Semantic Scholar
, Corpus ID : 53463852, www.semanticscholar.org.
5.
Deere
,
D.U.
, and
Deere
,
D.W.
,
1988
,
The Rock Quality Designation (RQD) Index in Practice, Rock Classification System for Engineering Purposes
, ASTM STP 984, Ed.,
American Society for Testing and Materials
,
Philadelphia
, 1988, pp.
91
101
.
6.
Foti
,
S.
,
Parolai
,
S.
,
Albarello
,
D.
,
Picozzi
,
M.
(
2011
):
Application of Surface-Wave Methods for Seismic Site Characterization
. -
Surveys in Geophysics
,
32
,
6
,
777
825
7.
Gucunski
,
N.
and
Woods
,
R.D.
1991
: Use of Rayleigh Modes in Interpretation of SASW Test.-
Proceedings: Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
, : March 11-15, 1991,
St. Louis, Missouri
, Paper No. 10.10.
8.
Hansheng
Geng
, et al.,
2018
, :
Elastic Modulus and Strength of Rock – Like Material with Locked-In Stress
,
Journals of Mathematical Problems in Engineering
, Article ID : 5320906.
9.
Priest
,
S.D.
and
Hudson
,
J.
,
1976
:
Discontinuity spacing in rock
,
International Journal of Rock Mechanics and Mining Sciences & Geomechanics
, pp.
135
148
.
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