In a study of wave propagation at the surface of soft and sensitive clay deposits, particle velocities were measured at live sites of Champlain clay deposits in the province-of Quebec. Surface excitation was provided by the free fall of a mass and the measurements were obtained at different distances from the source at ground level and shallow depths. The major portion of the energy appears to be in the form of Rayleigh waves. Attention is focused on the effects of site parameters and in particular the depth of water table on the level of amplitude and the attenuation coefficient. As expected, measurements obtained at top of a slope show a significantly larger amplitude along the crest when compared to the amplitude away from the crest
peer reviewedA series of simple impact tests is performed, both on clay and on peat, in order to com...
This paper presents the three most important aspects of seismic microzonation namely prediction of f...
A preliminary numerical investigation is presented on the long distance effects of soil-structure in...
In a study of wave propagation at the surface of soft and sensitive clay deposits, particle velociti...
The Callovo-Oxfordian claystones were chosen for their low permeability. This feature marked by the ...
A series of simple impact tests is performed, both on clay and on peat, in order to compare the curr...
Ground vibrations caused by impact were measured at two sites; one consisting of sand and the other ...
The soil stiffness at small strains is an important parameter for settlement predictions and for und...
The first part of this report deals with wave propagation in the ground. Special attention is given ...
Rayleigh wave investigation is made in the Marina District to study geotechnical factors controlling...
Due to the character of the original source materials and the nature of batch digitization, quality ...
In this paper an analysis is presented for the field observation of large amplification in vertical ...
A series of field blast tests was carried out in Singapore to study the properties of stress waves i...
Apparent seismic wave velocities are studied by comparing the stress results obtained by a computer ...
The ultimate objective of the research conducted by the authors is to explore the feasibility of det...
peer reviewedA series of simple impact tests is performed, both on clay and on peat, in order to com...
This paper presents the three most important aspects of seismic microzonation namely prediction of f...
A preliminary numerical investigation is presented on the long distance effects of soil-structure in...
In a study of wave propagation at the surface of soft and sensitive clay deposits, particle velociti...
The Callovo-Oxfordian claystones were chosen for their low permeability. This feature marked by the ...
A series of simple impact tests is performed, both on clay and on peat, in order to compare the curr...
Ground vibrations caused by impact were measured at two sites; one consisting of sand and the other ...
The soil stiffness at small strains is an important parameter for settlement predictions and for und...
The first part of this report deals with wave propagation in the ground. Special attention is given ...
Rayleigh wave investigation is made in the Marina District to study geotechnical factors controlling...
Due to the character of the original source materials and the nature of batch digitization, quality ...
In this paper an analysis is presented for the field observation of large amplification in vertical ...
A series of field blast tests was carried out in Singapore to study the properties of stress waves i...
Apparent seismic wave velocities are studied by comparing the stress results obtained by a computer ...
The ultimate objective of the research conducted by the authors is to explore the feasibility of det...
peer reviewedA series of simple impact tests is performed, both on clay and on peat, in order to com...
This paper presents the three most important aspects of seismic microzonation namely prediction of f...
A preliminary numerical investigation is presented on the long distance effects of soil-structure in...