The paper presents the studies conducted to explain the erosion process which occurred at the Guaratuba bay coast located in the South of Brazil [Tavares, 1989]. The subsoil in the area is composed mainly of be clean sand. The erosion occurred as a result of the liquefaction of the sandy subsoil and is described in the text. Several buildings, including the City Hall, and some streets near the affected area were sunk into the subsoil. The phenomenon took place on the 23rd of September of 1968. In the years of 1998, 1999 to March, 2000, new studies were performed to evaluate the strength potential of the sand. The implications of the findings as far as the seismic aspects of the liquefaction phenomenon is concerned is discussed in the text
A geotechnical investigation for the design and construction of an air-inflated rubber dam (for grou...
A brief evaluation is made of research conducted to determine liquefaction potential for the sandy s...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...
The paper presents the studies conducted to explain the erosion process which occurred at the Guarat...
This paper evaluates the liquefaction potential of sands within the Marina District. Three types of ...
Field observations and preliminary studies had led to the conclusion that the sand stratum liquefied...
The paper presents and analyzes the observations of the sand boils that emerged in the Marina Distri...
The paper presents the investigation conducted in a one-story-house and its rear annex which suffere...
Field evidence concerning soil liquefaction is reviewed and a number of case studies are summarized....
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
It has been almost 27 years since the damaging earthquakes of 1964 which occurred in Niigata, Japan ...
The paper focuses on loose clean and silty sand fills that liquefied during the 1989 Loma Prieta, Ca...
In general, gravelly soil layers are considered to be less susceptible to liquefy during earthquakes...
The Loma Prieta Earthquake of October 17, 1989 was the most costly single natural disaster in U.S. h...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
A geotechnical investigation for the design and construction of an air-inflated rubber dam (for grou...
A brief evaluation is made of research conducted to determine liquefaction potential for the sandy s...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...
The paper presents the studies conducted to explain the erosion process which occurred at the Guarat...
This paper evaluates the liquefaction potential of sands within the Marina District. Three types of ...
Field observations and preliminary studies had led to the conclusion that the sand stratum liquefied...
The paper presents and analyzes the observations of the sand boils that emerged in the Marina Distri...
The paper presents the investigation conducted in a one-story-house and its rear annex which suffere...
Field evidence concerning soil liquefaction is reviewed and a number of case studies are summarized....
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
It has been almost 27 years since the damaging earthquakes of 1964 which occurred in Niigata, Japan ...
The paper focuses on loose clean and silty sand fills that liquefied during the 1989 Loma Prieta, Ca...
In general, gravelly soil layers are considered to be less susceptible to liquefy during earthquakes...
The Loma Prieta Earthquake of October 17, 1989 was the most costly single natural disaster in U.S. h...
Large number of cases have been rep or ted where liquefaction has occurred during the earthquake, bu...
A geotechnical investigation for the design and construction of an air-inflated rubber dam (for grou...
A brief evaluation is made of research conducted to determine liquefaction potential for the sandy s...
Liquefaction of water-saturated sandy soils remains a major concern in geotechnical earthquake engin...