A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Earthquake-Induced Liquefaction Near Lake Amatitlan, Guatemala
An analysis of data gathered from a field survey, including bore hole cores, and from laboratory measurement of soil particles, penetration resistance and other parameters, leads to the development of a soil profile and the determination of conditions which caused the soil liquefaction resulting from the earthquake motion. Field data are very consistent with experimental-analytical theory. Boundary conditions between liquefaction and non-liquefaction zones are identified and correlated with physical conditions of partical size, water content, etc.
Earthquake-Induced Liquefaction Near Lake Amatitlan, Guatemala
An analysis of data gathered from a field survey, including bore hole cores, and from laboratory measurement of soil particles, penetration resistance and other parameters, leads to the development of a soil profile and the determination of conditions which caused the soil liquefaction resulting from the earthquake motion. Field data are very consistent with experimental-analytical theory. Boundary conditions between liquefaction and non-liquefaction zones are identified and correlated with physical conditions of partical size, water content, etc.
Earthquake-Induced Liquefaction Near Lake Amatitlan, Guatemala
H. B. Seed (author) / I. Arango (author) / C. K. Chan (author) / A. Gomez-Masso (author) / R. G. Ascoli (author)
1980
42 pages
Report
No indication
English
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