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Numerical Modelling of Dynamic Centrifuge Tests on Sand Embankments Using Diana-Swandyne
The purpose of the study is the verification of the numerical modelling technique for dynamic problems in soil mechanics. Particular emphasis is put on liquefaction behavior of sandy soils during earthquake loadings. Liquefaction of sandy soils during earthquakes has been widely reported and is a serious cause of seismic hazard. It has been extensively investigated in the countries where such hazard is serious. Designers face problems both in civil engineering and structural engineering. Although the phenomena itself has been broadly recognized and continuously studied, many aspects of liquefaction have not been made clear yet.
Numerical Modelling of Dynamic Centrifuge Tests on Sand Embankments Using Diana-Swandyne
The purpose of the study is the verification of the numerical modelling technique for dynamic problems in soil mechanics. Particular emphasis is put on liquefaction behavior of sandy soils during earthquake loadings. Liquefaction of sandy soils during earthquakes has been widely reported and is a serious cause of seismic hazard. It has been extensively investigated in the countries where such hazard is serious. Designers face problems both in civil engineering and structural engineering. Although the phenomena itself has been broadly recognized and continuously studied, many aspects of liquefaction have not been made clear yet.
Numerical Modelling of Dynamic Centrifuge Tests on Sand Embankments Using Diana-Swandyne
I. Miyakoshi (Autor:in) / A. Schofield (Autor:in)
1990
112 pages
Report
Keine Angabe
Englisch
Geology & Geophysics , Soil Sciences , Soil & Rock Mechanics , Sands , Embankments , Earthquakes , Numerical analysis , Liquefaction , Pore pressure , Soil mechanics , Earth movements , Seismic waves , Cyclic loads , Earthquake engineering , Computerized simulation , Permeability , Foreign technology
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