Liquefaction of soils induced by earthquakes
- 1 April 1969
- journal article
- Published by Seismological Society of America (SSA) in Bulletin of the Seismological Society of America
- Vol. 59 (2) , 651-664
- https://doi.org/10.1785/bssa0590020651
Abstract
The conditions under which liquefaction effects are known to have occurred are reviewed and their generic cause is discussed. Special attention is given to the delay with which liquefaction effects appear on surface deposits originally stable. It is suggested that little damage to structures on poor soil can occur as the direct result of severe earthquake shaking and that damage observed is almost entirely due to foundation failures, ground settlements and tilting. Field evidence suggests that earthquakes are incapable of densifying originally loose deposits to a stable mass, and that such deposits neither experience nor transmit severe shaking.Keywords
This publication has 12 references indexed in Scilit:
- An Experimental Study of Liquefaction of Saturated SandsSoils and Foundations, 1967
- Damage to Harbour Structures by the Niigata EarthquakeSoils and Foundations, 1966
- Damage to Reinforced Concrete Buildings in Niigata City with Special Reference to Foundation EngineeringSoils and Foundations, 1966
- Changes in Density of Sand Subsoil Caused by the Niigata EarthquakeSoils and Foundations, 1966
- Niigata Earthquakes, 1964 Building Damage and Soil ConditionSoils and Foundations, 1966
- Damage to the Ground and Earth Structures by the Niigata Earthquake of June 16, 1964Soils and Foundations, 1966
- The mechanism of sandblowsBulletin of the Seismological Society of America, 1958
- Influence of Roughness of Base and Ground-Water Conditions On The Ultimate Bearing Capacity of FoundationsGéotechnique, 1955
- The Saidmarreh Landslip, South-West IranThe Geographical Journal, 1937
- Experiments with a shaking machine1Bulletin of the Seismological Society of America, 1930