SECED 2015 was a two-day conference on Earthquake and Civil Engineering Dynamics that took place on 9-10th July 2015 at Homerton College, Cambridge.
This was the first major conference to be held in the UK on this topic since SECED hosted the 2002 European Conference on Earthquake Engineering in London.
The conference brought together experts from a broad range of disciplines, including structural engineering, nuclear engineering, seismology, geology, geotechnical engineering, urban development, social sciences, business and insurance; all focused on risk, mitigation and recovery.
SECED 2015 featured the following keynote speakers (affiliations correct at the time of the conference):
SECED allows the self-archiving of the Author Accepted Manuscripts (AAM) from the SECED 2015 Conference. This means that all authors can make their conference paper available via a green open access route. The full text of your paper may become visible within your personal website, your institutional repository, a subject repository or a scholarly collaboration network signed up to the voluntary STM sharing principles. It may also be shared with interested individuals, for teaching and training purposes at your own institution and for grant applications (please refer to the terms of your own institution to ensure full compliance).
To deposit your AAM, please adhere to the following conditions:
SECED allows authors to deposit their AAM under the Creative Commons Attribution Non-commercial International Licence 4.0 (CC BY-NC 4.0). The deposit must clearly state that the AAM is deposited under this licence and that any reuse is allowed in accordance with the terms outlined by the licence. To reuse the AAM for commercial purposes, permission must be sought by contacting seced@ice.org.uk. For the sake of clarity, commercial usage would be considered as, but not limited to:
Should you have any questions about our licensing policies, please contact seced@ice.org.uk.

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The design of slopes under seismic loading is typically undertaken by simplified pseudo-static methods. These approaches are usually conservative, as they fail to account for the real earthquake representation and the ground behaviour, therefore unnecessary costs for slope strengthening measures are introduced. Methods for assessing the seismic performance of geotechnical structures and soil-structure systems have evolved significantly in the last few years. This paper presents a case study of slope engineering design using a performance based approach in a highly seismic area affected by historic landslides. The approach is a deviation from routine slope design by aligning the performance of the slope with different deformation levels. The site response analyses, performed to select appropriate design acceleration values for the slopes, demonstrated that the presence of a shear zone within the landslide mass has a profound effect on the peak ground acceleration by acting as an isolator. The slope deformations were assessed using numerical and empirical methods. Substantial cost savings were achieved through the adoption of a performance based approach.