A new test, called the seismic cone penetration test (SCPT) is described. A small rugged velocity seismometer has been incorporated into an electronic cone penetrometer. The combination of the seismic downhole method and the CPT logging provide an extremely rapid, reliable and economic means of determining stratigraphic, strength and modulus information in one sounding. Results using the seismic cone penetration test are presented and compared to conventional in-situ techniques
The commonly used data reduction methods to determine shear wave velocity (Vs) require the depth int...
Performed by: Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ...
The direct-push crosshole (DPCH) test is an invasive, near-surface seismic testing method, which com...
The paper presents examples of seismic sources which has been developed to the generation of shear w...
A static cone penetrometer was modified to incorporate a small diameter triaxial geophone package. T...
These days cone penetration tests (CPT) have gained more popularity as an alternative to the convent...
Recent developments in cone penetration testing have resulted in the addition of both pore pressure ...
The vane shear test is a popular in situ test used in the geotechnical engineering practice to asses...
AbstractThe cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correla...
Measurements of the shear wave velocity (Vs) of near-surface soils by downhole and crosshole techni...
The abundance of cone penetration test (CPT) data from subsurface explorations in Christchurch and t...
The cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correlations wi...
This paper presents the first results of a system to carry out seismic SPT, which associates the up-...
Shear wave velocity measurements in soil are important for assigning site soil profiles to seismic s...
In-situ measurement of the dynamic characteristics of surficial soils is becoming more common in geo...
The commonly used data reduction methods to determine shear wave velocity (Vs) require the depth int...
Performed by: Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ...
The direct-push crosshole (DPCH) test is an invasive, near-surface seismic testing method, which com...
The paper presents examples of seismic sources which has been developed to the generation of shear w...
A static cone penetrometer was modified to incorporate a small diameter triaxial geophone package. T...
These days cone penetration tests (CPT) have gained more popularity as an alternative to the convent...
Recent developments in cone penetration testing have resulted in the addition of both pore pressure ...
The vane shear test is a popular in situ test used in the geotechnical engineering practice to asses...
AbstractThe cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correla...
Measurements of the shear wave velocity (Vs) of near-surface soils by downhole and crosshole techni...
The abundance of cone penetration test (CPT) data from subsurface explorations in Christchurch and t...
The cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correlations wi...
This paper presents the first results of a system to carry out seismic SPT, which associates the up-...
Shear wave velocity measurements in soil are important for assigning site soil profiles to seismic s...
In-situ measurement of the dynamic characteristics of surficial soils is becoming more common in geo...
The commonly used data reduction methods to determine shear wave velocity (Vs) require the depth int...
Performed by: Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ...
The direct-push crosshole (DPCH) test is an invasive, near-surface seismic testing method, which com...