Author:
Boulanger Ross W.,Idriss I.M.
Funder
California Department of Water Resources (DWR)
National Science Foundation
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference31 articles.
1. Evaluation of cyclic softening in silts and clays;Boulanger;J Geotech Geoenviron Eng ASCE,2007
2. CPT and SPT based liquefaction triggering procedures;Boulanger,2014
3. Liquefaction of sand under bi-directional monotonic and cyclic loading;Boulanger;J Geotech Eng ASCE,1995
4. Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance;Carraro;J Geotech Geoenviron Eng ASCE,2003
5. Carter, L., Green, R., Bradley, B., and Cubrinovski, M. The influence of near-fault motions on liquefaction triggering during the Canterbury earthquake sequence. In: Proceedings of the New Zealand – Japan workshop on soil liquefaction during recent large-scale earthquakes, Dec 2–3, University of Auckland, NZ; 2013.
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54 articles.
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