Add to ORKGThe available in situ testing techniques of special relevance in Geotechnical Earthquake Engineering are subject to a synthetic review in the light of the general framework of soil stress-strain behavior. Especial attention is devoted to the recent innovations and current capabilities of in situ testing methods to assess the shear modulus G and damping ratio D. The determination of the undrained steady state shear strength via penetration and seismic tests is also discussed
The Downhole Freestanding Shear Device is a new, in situ tool for measuring the dynamic properties o...
Seismic tests consist in the measurement of propagation velocity of body or surface waves into the s...
This paper covers the more recent findings in the interpretation of different in-situ tests, such as...
In order to determine dynamic parameters to use for seismic microzoning purposes in a new developmen...
We present results from cyclic tests conducted in the laboratory using a prototype in situ cyclic to...
Evaluation of nonlinear soil properties is an important concern in geotechnical earthquake engineeri...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
The aim of Geotechnical earthquake engineering is two fold: 1. The study of geotechnical materials ...
Over the past quarter century many testing methods have been used to determine soil properties for d...
The vane shear test is a popular in situ test used in the geotechnical engineering practice to asses...
To investigate the dynamic properties of soils under earthquake loading conditions, a series of cycl...
Shear modulus and damping from high pressure (up to 500 psi) cyclic triaxial tests of soils are pres...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
Many experiments of cohesive and noncohesive soils were performed at the special dynamic laboratory ...
The Downhole Freestanding Shear Device is a new, in situ tool for measuring the dynamic properties o...
Seismic tests consist in the measurement of propagation velocity of body or surface waves into the s...
This paper covers the more recent findings in the interpretation of different in-situ tests, such as...
In order to determine dynamic parameters to use for seismic microzoning purposes in a new developmen...
We present results from cyclic tests conducted in the laboratory using a prototype in situ cyclic to...
Evaluation of nonlinear soil properties is an important concern in geotechnical earthquake engineeri...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
In-situ and laboratory shear modulus data are presented and compared. In-situ tests included the cro...
The aim of Geotechnical earthquake engineering is two fold: 1. The study of geotechnical materials ...
Over the past quarter century many testing methods have been used to determine soil properties for d...
The vane shear test is a popular in situ test used in the geotechnical engineering practice to asses...
To investigate the dynamic properties of soils under earthquake loading conditions, a series of cycl...
Shear modulus and damping from high pressure (up to 500 psi) cyclic triaxial tests of soils are pres...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
Many experiments of cohesive and noncohesive soils were performed at the special dynamic laboratory ...
The Downhole Freestanding Shear Device is a new, in situ tool for measuring the dynamic properties o...
Seismic tests consist in the measurement of propagation velocity of body or surface waves into the s...
This paper covers the more recent findings in the interpretation of different in-situ tests, such as...