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Insights into the behaviour of geotechnical structures through field observations
Professor William Powrie
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Seismic Pile Design in Australia
Dr Rob May
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Highly Constrained Railway Widening Project within a Previously Unrecorded Diatreme at Hornsby, NSW
Greg Kotze and Benjamin Rouvray
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Rock Mass Characterisation
Dr Paul Marinos, 2010 Jahns Distinguished Lecturer
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Effect of void ratio on swelling and permeability of bentonite
A series of experiments has been conducted at the Geosphere Research Institute of Saitama University, Japan to evaluate the effect of void ratio on swelling and permeability of bentonite. Void ratio is the prime criterion for swelling and permeability of bentonite and bentonite-sand mixtures when it is used as a buffer material for waste disposal facilities. At the end of swelling void ratio increased 7 to 8 times when compared with the initial state of the bentonite and bentonite-sand mixture. Permeability is also increased as a result of an increase in void ratio.
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Key parameters in pseudo-static analysis of piles in liquefying sand
Soil-pile interaction in liquefying soils is very complex and involves rapid changes in soil characteristics and loads on piles. Thus, when analyzing the behaviour of piles with a simplified pseudo-static approach, the key issue is how to determine appropriate values for the parameters of the model while considering the inherent uncertainties associated with liquefaction. This paper identifies key parameters in the pseudo-static analysis of piles in liquefying soils and provides guidance for their determination based on observations from case histories and full-size tests.
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Geotechnical Stability Analysis
51st Rankine Lecture