Pore Pressure and Dissipated Energy inEarthquakes—Field Verification
Author:
Affiliation:
1. Prof., Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282001%29127%3A3%28269%29
Reference23 articles.
1. Berrill J. B. and Davis R. O. ( 1985). “Energy dissipation and seismic liquefaction in sands: Revised model.” Soils and Found. Tokyo 25(2) 106–118.
2. Davis R. O. and Berrill J. B. ( 1982). “Energy dissipation and seismic liquefaction in sands.” Earthquake Engrg. and Struct. Dyn. 10 59–68.
3. Davis R. O. and Berrill J. B. ( 1998a). . “Site specific prediction of liquefaction.” Géotechnique London 48 289–293.
4. Davis R. O. and Berrill J. B. ( 1998b). . “Rational approximation of shear stress and strain based on downhole acceleration records.” Int. J. Numer. Anal. Methods Geomech. 22 603–619.
5. Davis R. O. and Berrill J. B. ( 1998c). . “Energy dissipation and liquefaction at Port Island Kobe.” Bull. New Zealand Nat. Soc. for Earthquake Engrg. Waikanae New Zealand 31 33–50.
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