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Undrained Anisotropic Monotonic Behavior of Sand from In Situ Tests
Publisher: American Society of Civil Engineers
Abstract: A procedure for estimating the undrained stress-strain behavior of sand from drained self-boring pressuremeter and seismic piezocone penetration tests is proposed in this paper. The procedure offers an inexpensive alternative ...
Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand
Publisher: American Society of Civil Engineers
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