Pore Pressure Response to Dynamically Installed Penetrometers
Author:
Affiliation:
1. Lecturer, School of Engineering, Univ. of Newcastle, Newcastle, NSW 2308, Australia (corresponding author).
2. Professor, School of Engineering, Univ. of Newcastle, Newcastle, NSW 2308, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001171
Reference90 articles.
1. Abelev A. Simeonov J. and Valent P. (2009). “Numerical investigation of dynamic free-fall penetrometers in soft cohesive marine sediments using a finite element approach.” OCEANS 2009 MTS/IEEE Biloxi—Marine Technology for Our Future: Global and Local Challenges IEEE New York.
2. Akal T. and Stoll R. D. (1995). “An expendable penetrometer for rapid assessment of seafloor parameters.” Proc. OCEANS ’95 MTS/IEEE Challenges of Our Changing Global Environment Vol. 3 IEEE New York 1822–1826.
3. Absorbing boundary conditions for dynamic analysis of fluid-saturated porous media
4. Beard R. (1981). “A penetrometer for deep ocean seafloor exploration.” Proc. OCEANS ’81 Conf. Record Vol. 1 IEEE New York 668–673.
5. An efficient, accurate, simple ale method for nonlinear finite element programs
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