LIQUEFACTION-INDUCED GROUND DISPLACEMENT AND ITS RELATED DAMAGE TO LIFELINE FACILITIES
نویسندگان
چکیده
منابع مشابه
Numerical modeling of tunneling induced ground deformation and its control
Tunnelling through cities underlain by soft soil, commonly associated with soil movement around the tunnels and subsequent surface settlement. The predication of ground movement during the tunnelling and optimum support pressure could be based on analytical, empirical or the numerical methods. The commonly used Earth pressure balance (EPB) tunneling machines, uses the excavated soil in a pressu...
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One of the most important reasons for damages during earthquakes is the liquefaction of loose and saturated sand soils. However, in many regions with proper soil specifications, the large settlements have been observed in the ground surface. Loose sand layers buried in fine soils are one of the cases which may result in these problems and as a weak point during earthquake can cause this phenome...
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Chapter 2 Literature Review on Liquefaction and Ground Densification for Liquefaction Mitigation
One of the most dramatic causes of damage of structures during earthquakes has been the development of liquefaction in saturated cohesionless deposits. These deposits have tendency to densify when subjected to earthquake loading. However, when saturated, the tendency to densify causes the excess pore water pressure to increase. This, in turn, results in the effective stress of soil to decrease....
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ژورنال
عنوان ژورنال: SOILS AND FOUNDATIONS
سال: 1996
ISSN: 1341-7452
DOI: 10.3208/sandf.36.special_81