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Towards consideration of epistemic uncertainty in shear-wave velocity measurements obtained via seismic cone penetration testing (SCPT)
Seismic cone penetration testing (SCPT) is a powerful geotechnical site characterization
tool, allowing for simultaneous collection of routine cone penetration testing data and rapid …
tool, allowing for simultaneous collection of routine cone penetration testing data and rapid …
[HTML][HTML] Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 1 Analyses
KR Massarsch - Geotechnics, 2023 - mdpi.com
Assessing the constrained modulus is a critical step in calculating settlements in granular
soils. This paper describes a novel concept of how the constrained modulus can be derived …
soils. This paper describes a novel concept of how the constrained modulus can be derived …
[KİTAP][B] Cone Penetration Testing 2022: Abstracts Volume
G Gottardi, L Tonni - 2022 - books.google.com
This abstracts volume (including full keynote and invited papers) contains the proceedings
of the 5th International Symposium on Cone Penetration Testing (CPT'22), held in Bologna …
of the 5th International Symposium on Cone Penetration Testing (CPT'22), held in Bologna …
Assessment of seismic cone penetration testing for small strain shear modulus
N Parasie, T Franken, J Peuchen - Cone Penetration Testing 2022, 2022 - taylorfrancis.com
Reliable values of in situ shear modulus at small strain (Gmax) are important for foundation
design, particularly for large investments in offshore wind energy. The seismic cone …
design, particularly for large investments in offshore wind energy. The seismic cone …
Practical use of shear wave velocity measurements from SCPTU in clays
M Long - Cone Penetration Testing 2022, 2022 - taylorfrancis.com
The main objective of this paper is to promotes use of shear wave velocity (Vs)
measurements from SCPTU testing as a compliment to standard CPTU data. Recent …
measurements from SCPTU testing as a compliment to standard CPTU data. Recent …
Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)
M Long - Proceedings of the Institution of Civil Engineers …, 2023 - icevirtuallibrary.com
This paper seeks to promote use of shear wave velocity (V s) measurements in UK clays as
a complement to more standard ground investigation techniques. V s measurements seem …
a complement to more standard ground investigation techniques. V s measurements seem …
Modified refracted ray path method for determination of shear wave velocity profiles using seismic cone
The commonly used data reduction methods to determine shear wave velocity (V s) require
the depth interval of the V s profile to be the same as the in-situ testing interval. The V s …
the depth interval of the V s profile to be the same as the in-situ testing interval. The V s …
[PDF][PDF] Interpretation Methods for Seismic Downhole Test in Inclined Boreholes
Geotechnical investigations often involve inclined boreholes, which can be used for
downhole (DH) seismic surveys. However, as there is no interpretation method for downhole …
downhole (DH) seismic surveys. However, as there is no interpretation method for downhole …
[PDF][PDF] Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 1 Analyses. Geotechnics 2024, 4, 18–43
KR Massarsch - 2023 - researchgate.net
Assessing the constrained modulus is a critical step in calculating settlements in granular
soils. This paper describes a novel concept of how the constrained modulus can be derived …
soils. This paper describes a novel concept of how the constrained modulus can be derived …
[PDF][PDF] Assessment of a Deep Shear Wave Velocity Profile on a Nuclear Power Plant Site, South Korea, using Invasive and Non-invasive Methods
S Ahn, J Kim, Y Cho, K Kim, B Kim - 2024 - repository.lib.ncsu.edu
ABSTRACT A reliable site-specific ground response spectrum (GMRS) can be estimated
from seismic site response analysis with a deep shear wave velocity (VS) profile up to …
from seismic site response analysis with a deep shear wave velocity (VS) profile up to …