The papers received for this session may be classified into five general topic areas; the number of papers in each subtopic area is shown in parentheses. 1. Slope stability analysis incorporating dynamic loading analysis methods (3) dynamic effects on soil properties (2) case study (1) 2. Dynamic response of embankment dams analysis methods (5) case studies (2) 3. Dynamic deformation analysis analysis methods adapted for a specific case (3) comparison of analysis methods (1) 4. Dynamic deformation or stability analysis incorporating pore pressure development or liquefaction considerations analysis methods (3) analysis methods developed for a specific case (2) case history of remediation (1) 5. Special studies hillside stability monitoring ...
The design of dams requires comprehensive studies to ensure the safety and feasibility of these impo...
The aim of Geotechnical earthquake engineering is two fold: 1. The study of geotechnical materials ...
The design of rock slopes in seismically active areas should consider the risk of earthquake loads. ...
According to current practice, analyzing the stability of an earth slope under seismic conditions in...
This paper describes a pseudo-static stability analysis of seismically damaged embankments during th...
Seismic stability of embankment dams and their foundations has been a major concern in recent years ...
Accumulation of knowledge on earthquake activity in California has lead to stronger ground motions b...
AbstractAnalysis of the static and seismic stability of natural and manmade slopes and embankments i...
Guidance for the Corps of Engineers requires the use of seismic deformation analysis in the evaluati...
Two dynamic analysis studies of embankment dams are described. One dam is 43m high on alluvium, the ...
The performance of dams subjected to earthquakes is addressed with particular emphasis of recent ear...
This paper traces the evolution of geotechnical earthquake engineering practice in North America fro...
Different numerical approaches for the analysis of earthquake triggered landslides are studied. Impr...
The paper deals with the stability of earth dams subjected to seismic and paraseismic excitations oc...
It has been almost 27 years since the damaging earthquakes of 1964 which occurred in Niigata, Japan ...
The design of dams requires comprehensive studies to ensure the safety and feasibility of these impo...
The aim of Geotechnical earthquake engineering is two fold: 1. The study of geotechnical materials ...
The design of rock slopes in seismically active areas should consider the risk of earthquake loads. ...
According to current practice, analyzing the stability of an earth slope under seismic conditions in...
This paper describes a pseudo-static stability analysis of seismically damaged embankments during th...
Seismic stability of embankment dams and their foundations has been a major concern in recent years ...
Accumulation of knowledge on earthquake activity in California has lead to stronger ground motions b...
AbstractAnalysis of the static and seismic stability of natural and manmade slopes and embankments i...
Guidance for the Corps of Engineers requires the use of seismic deformation analysis in the evaluati...
Two dynamic analysis studies of embankment dams are described. One dam is 43m high on alluvium, the ...
The performance of dams subjected to earthquakes is addressed with particular emphasis of recent ear...
This paper traces the evolution of geotechnical earthquake engineering practice in North America fro...
Different numerical approaches for the analysis of earthquake triggered landslides are studied. Impr...
The paper deals with the stability of earth dams subjected to seismic and paraseismic excitations oc...
It has been almost 27 years since the damaging earthquakes of 1964 which occurred in Niigata, Japan ...
The design of dams requires comprehensive studies to ensure the safety and feasibility of these impo...
The aim of Geotechnical earthquake engineering is two fold: 1. The study of geotechnical materials ...
The design of rock slopes in seismically active areas should consider the risk of earthquake loads. ...