Correlations between shear wave velocity and in-situ penetration test results for Korean soil deposits

CG Sun, CS Cho, M Son, JS Shin - Pure and Applied Geophysics, 2013 - Springer
Shear wave velocity (VS) can be obtained using seismic tests, and is viewed as a
fundamental geotechnical characteristic for seismic design and seismic performance …

Geophysical surveys for geotechnical model reconstruction and slope stability modelling

A Innocenti, A Rosi, V Tofani, V Pazzi, E Gargini… - Remote Sensing, 2023 - mdpi.com
Performing a reliable stability analysis of a landslide slope requires a good understanding of
the internal geometries and an accurate characterisation of the geotechnical parameters of …

Predicting 2D geotechnical parameter fields in near-surface sedimentary environments

M Rumpf, J Tronicke - Journal of Applied Geophysics, 2014 - Elsevier
For a detailed characterization of near-surface environments, geophysical techniques are
increasingly used to support more conventional point-based techniques such as borehole …

Development of empirical CPTu-Vs correlations for post-glacial sediments in Southern Quebec, Canada, in consideration of soil type and geological setting

M Salsabili, A Saeidi, A Rouleau, M Nastev - Soil Dynamics and …, 2022 - Elsevier
The correlation of shear wave velocity (V s) with piezocone penetration test (CPTu)
parameters is investigated in post-glacial sediments along the St. Lawrence and Saguenay …

[PDF][PDF] Deduction of correlations between shear wave velocity and geotechnical in-situ penetration test data

CG Sun, HJ Kim, CK Chung - Journal of the Earthquake …, 2008 - researchgate.net
Shear wave velocity (VS), which can be obtained using various seismic tests, has been
emphasized as representative geotechnical dynamic characteristic mainly for seismic …

Machine learning-aided selection of CPT-based transformation models using field monitoring data from a specific project

HM Tian, Y Wang, C Shi - Acta Geotechnica, 2024 - Springer
Transformation models have been widely used in geotechnical engineering to relate data
from lab or field tests (eg, cone penetration tests, CPT) to design parameters required in …

Applicability of existing CPT-Vs correlations to shallow Holocene Christchurch soils based on direct Push crosshole testing

H Zhou, LM Wotherspoon, CP Hayden, AC Stolte… - Engineering …, 2023 - Elsevier
The applicability of four existing empirical cone penetration test to shear wave velocity (CPT-
V s) correlations to Holocene soils in the Christchurch region of New Zealand was assessed …

Prediction of shear wave velocity in fine-grained soils from cone penetration test data: toward a global approach

A Mousa, M Hussein - Transportation Research Record, 2022 - journals.sagepub.com
Shear wave velocity (V s) is often used for the calculation of the shear modulus to combat
sampling issues in clays and minimize the cost of laboratory testing. Several studies …

Prediction of shear‐wave velocity from CPT data at Eskisehir (Turkey), using a polynomial model

H Mola‐Abasi, U Dikmen, I Shooshpasha - Near Surface Geophysics, 2015 - earthdoc.org
It is widely known that seismic shear‐wave velocity is one of the most important parameters
in site characterization studies. In some instances, it is necessary to determine shear‐wave …

Determination of shear wave velocity of Yangtze Delta sediments using seismic piezocone tests

LY Tong, HB Che, MF Zhang, HS Pan - Transportation Geotechnics, 2018 - Elsevier
Shear wave velocity is one of the most important parameters in the evaluation of soil
dynamic behavior and seismic design of geotechnical structures. In this study, a …