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Invited Lecture |
Lecture Chair: Yan Chan, KGA Geotechnical |
|
Misko Cubrinovski |
Assessment of seismic performance of soil-structure interaction |
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Technical Session 4 |
Foundations
Session Chair: Prof Michael Davies, University of Auckland |
|
Peter Rodgers & Michael Pender |
Field tests on the lateral capacity of poles embedded in Auckland residual clay |
|
Alexei Murashev |
Steel screw settlement reduction piles for raft foundation on soft soil |
|
Michael Pender |
Nonlinear pushover analysis for pile foundations |
|
Michael Pender |
Effect of soil profile modulus distribution on pile head lateral stiffness |
|
Liam Wotherspoon et al |
Modelling of single pile-soil interaction using Ruaumoko |
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Technical Session 5 |
Slopes & Tunnels
Session Chair: Prof Michael Pender, University of Auckland |
|
Elisabeth Bowman & Tim Davies |
The recognition and identification of debris flow hazards in New Zealand |
|
Yolanda Thorp & Mike Jacka
|
Design, construction and monitored performance of a reinforced-fill embankment stabilised with shear piles and ground anchors |
|
David Stewart |
Management of geotechnical risks for some tunnels in the Wellington Region |
|
Robert Whiteley & Simon Stewart |
Investigation of Unstable Slopes and Wind Turbine Sites with Surface and Borehole Seismic Technologies: Case Studies |
|
Stuart Palmer& Mike Jacka
|
Newmark block model of seismic displacement of a slope. A valid model for slopes restrained by structural elements? |
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Technical Session 6 |
Seismic Behaviour
Session Chair: A Prof Misko Cubrinovski, University of Canterbury |
|
Michael Pender et al |
Earthquake response of shallow foundations with low vertical gravity load |
|
Tam Larkin & Michael Chung |
Seismic base shear of structures on compliant shallow foundations |
|
Michael Pender & John Butterworth |
Classical soil-structure interaction and the New Zealand structural design actions standard NZS 1170.5 (2004) |
|
Jeremy Toh et al |
Performance-based seismic design of shallow foundations |
|
Nawawi Chouw |
Unequal soil-structure interaction effect on seismic response of adjacent structures |