Work

Liquefaction resistance of Christchurch sandy soil deposits obtained from cyclic direct simple shear tests and CPT-based methods.

Year: 2019

Type: conference-paper

Abstract: Results from cyclic undrained direct simple shear tests on reconstituted specimens of two sands from Christchurch are compared against the liquefaction resistance inferred from CPT-based empirical liquefaction triggering methods. Limitations in existing empirical triggering relationships to capture important effects related to processes which originated test soils are highlighted and discussed.

Source: UC Research Repository (University of Canterbury)

Authors: Claudio Cappellaro, Misko Cubrinovski, Gabriele Chiaro, Mark Stringer, Jonathan D. Bray, Michael Riemer

Language: English

Topic: Geotechnical Engineering and Soil Mechanics

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: green

Funders: University of Canterbury, Earthquake Commission, QuakeCoRE, Natural Hazards Research Platform

OpenAlex ID: W2961490696

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