Dynamic Response of Dam-Layer System to Earthquake Excitations

An extensive database of ‘free-field’ strong motion records, from rock sites all over the world, of significant strong motion (peak ground acceleration ≥ 0.1 g) has been utilised to identify the dynamic characteristics of a typical dam-layer system. Linear elastic analysis is used to calculate the response of the dam and spectra of average seismic coefficients are presented. Attenuation relationships for the response accelerations along the height of the dam are also presented and the two methods are compared. A rigid-block model is used to calculate the earthquake-induced displacements on the body of the dam, to be used as a check on safety of earth dams under seismic loading

The Effect of Geometry Changes on Sliding-Block Predictions

The sliding-block model is often used for the prediction of permanent co-seismic displacements of slopes and earth structures. This model assumes motion in an inclined plane but does not consider the decrease in inclination of the sliding soil mass as a result of its downward motion, which is the usual state in the field. The paper studies the above effect and proposes an empirical equation correcting the predictions of the sliding-block model. The investigation is performed using the recently-developed multi-block model

Response characteristics and stability of earth dams during earthquakes

Imperial Users onl

Seismic landslide hazard assessment - observational and analytical approaches

This paper is concerned with seismic landslide hazard assessment, both site specific and regional. Recent studies and applications are cited in order to explore the role of empirical, analytical, probabilistic and observational approaches. The role of GIS-based methods and techniques for seismic landslide hazard mapping is highlighted. Comparison is made with the on-going developments with regard to methods for the assessment and management of rainfall-triggered landslides. In particular, attention is drawn to the hazard-consequence matrix approach. The development and use of a similar approach would be relevant to issues concerning risk management of seismic landslides. Attention is drawn to potentially important research directions. The importance of seismic landslide hazard assessment is widely recognized. Significant progress has already been made in developing suitable methods of analysis for individual sites. These include methods of stability analysis based on the concept of limit equilibrium, more advanced approaches as well as sophisticated methods for estimating slope deformations. Because of the importance of uncertainties, suitable methods of probabilistic modeling have also been developed. GIS-based approaches have proved useful and effective for regional studies and for developing seismic landslide hazard maps. So far, only relatively simple analytical methods have been used as a basis for such mapping. The feasibility of using more sophisticated methods within a GIS-environment must be explored .The validation of hazard maps is facilitated by the use of reliable historical and observational data. Long-term surface and sub-surface monitoring can prove useful for further validation with the passage of time. Updating hazard maps after each significant earthquake will be feasible if such monitoring systems are in place. Existing systems may have been designed and installed for monitoring rainfall-triggered landslides. Therefore it is vitally important to reassess their suitability for slope performance under seismic conditions