The shear wave velocity (Vs) in the near surface geology has many uses in seismic design including site classification, ground motion prediction equations and evaluation of liquefaction resistance. Vs also allows assessment of rippability, small strain stiffness and verification of soil improvement work. As part of a broader study into site classification for hazard assessment in the United Kingdom, a database of Vs results from around the world was compiled to investigate the effect of different material parameters on Vs. Through statistical analysis, the effect of origin, fracture spacing and weathering state was explored for rock materials tested in both the laboratory and field. The database of soil results was examined to assess the ef...
Shear-wave velocity (Vs) offers a means to determine the seismic resistance of soil to liquefaction ...
In our part of the world where legislations related to site investigations before constructions are ...
The small strain shear modulus (G0) and the degradation of shear modulus (G/G0) with increasing magn...
The shear wave velocity of soil and rock is one of the key components in establishing the design esp...
The impact of earthquakes worldwide on critical infrastructure has shown the importance of accountin...
Shear wave velocity (Vs) in geo-materials is strongly dependent on factors such as stress state, voi...
Seismic site classifications are used to represent site effects for estimating hazard parameters (re...
Engineering practitioners commonly use penetration-based methods (SPT & CPT) for assessment of s...
Seismic site classifications are used to represent site effects for estimating hazard parameters (re...
Seismic waves are commonly used to characterize the mechanical properties of soils, either through i...
This paper summarizes the development of a region-wide surficial shear wave velocity model based o...
Abstract only availableSurface wave velocity measurements are a non-destructive and non-intrusive me...
Although there is no direct relationship between the shear wave velocity (VS) of in-situ rock and Ro...
The soil stiffness at small strains is an important parameter for settlement predictions and for und...
Shear wave velocity (Vs) is an important parameter in various geotechnical investigations especially...
Shear-wave velocity (Vs) offers a means to determine the seismic resistance of soil to liquefaction ...
In our part of the world where legislations related to site investigations before constructions are ...
The small strain shear modulus (G0) and the degradation of shear modulus (G/G0) with increasing magn...
The shear wave velocity of soil and rock is one of the key components in establishing the design esp...
The impact of earthquakes worldwide on critical infrastructure has shown the importance of accountin...
Shear wave velocity (Vs) in geo-materials is strongly dependent on factors such as stress state, voi...
Seismic site classifications are used to represent site effects for estimating hazard parameters (re...
Engineering practitioners commonly use penetration-based methods (SPT & CPT) for assessment of s...
Seismic site classifications are used to represent site effects for estimating hazard parameters (re...
Seismic waves are commonly used to characterize the mechanical properties of soils, either through i...
This paper summarizes the development of a region-wide surficial shear wave velocity model based o...
Abstract only availableSurface wave velocity measurements are a non-destructive and non-intrusive me...
Although there is no direct relationship between the shear wave velocity (VS) of in-situ rock and Ro...
The soil stiffness at small strains is an important parameter for settlement predictions and for und...
Shear wave velocity (Vs) is an important parameter in various geotechnical investigations especially...
Shear-wave velocity (Vs) offers a means to determine the seismic resistance of soil to liquefaction ...
In our part of the world where legislations related to site investigations before constructions are ...
The small strain shear modulus (G0) and the degradation of shear modulus (G/G0) with increasing magn...