Geotechnical Properties of Sandy Seafloors and the Consequences for Dynamic Penetrometer Interpretations: Quartz Sand Versus Carbonate Sand-Reference-Cited by-同舟云学术

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Geotechnical Properties of Sandy Seafloors and the Consequences for Dynamic Penetrometer Interpretations: Quartz Sand Versus Carbonate Sand

Published:2011-09-14 Issue:1 Volume:30 Page:1-14
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Stark N.,Wilkens R.,Ernstsen V. B.,Lambers-Huesmann M.,Stegmann S.,Kopf A.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-011-9444-7.pdf

Reference35 articles.

1. Aubeny CP, Shi H (2006) Interpretation of impact penetrometer measurements in soft clay. J Geotech Geoenviron Eng 132(6):770–777

2. Bartolomä A, Ernstsen VB, Flemming BW, Bartholdy J (2004) Bedform dynamics and net sediment transport paths over a flood-ebb tidal cycle in the Grabdyb channel (Denmark), determined by high-resolution multi-beam echosounding. Geografisk Tidesskrift. Dan J Geogr 104(1):45–55

3. Byrne BW, Houlsby GT (2001) Observations of footing behaviour on loose carbonate sands. Géotechnique 51(5):463–466

4. Cai G, Liu S, Tong L, Du G (2009) Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles. Eng Geol 104:211–222

5. Cassidy M, Houlsby GT (2002) Vertical bearing capacity factors for conical footings on sand. Géotechnique 52(9):687–692

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