TY - JOUR
T1 - Geotechnical properties of sandy seafloors and the consequences for dynamic penetrometer interpretations
T2 - Quartz sand versus carbonate sand
AU - Stark, N.
AU - Wilkens, R.
AU - Ernstsen, V.B.
AU - Lambers-Huesmann, M.
AU - Stegmann, S.
AU - Kopf, A.
N1 - Funding Information:
Acknowledgments We acknowledge the German Research Foundation (via the DFG-Research Center/Excellence Cluster ‘‘The Ocean in the Earth System’’ and GLOMAR, Bremen International Graduate School for Marine Sciences) and the Bundesministerium für Umwelt, Naturschutz und Reaktorsi-cherheit (via Bundesamt für Schifffahrt und Hydrographie and the RAVE project) for funding this study. We thank the crews of R/V Senckenberg and R/V Wega for support. Furthermore, we thank Christian Svenson, Nils Hoever, Jennifer Dussault and Sergio Jaramillo for their help during in situ measurements and Sergey Dzhuninov, Annika Förster, Daniel Otto, Katharina Behrens, Stephan Kreiter and Tobias Mörz for their help during laboratory measurements. We are particulary indebted to Hendrik Hanff, Matthias Lange (MARUM) and Matthias Colsmann (AVISARO, Hannover) for technical support, and to Thies Granit GmbH for providing diatomite. The authors thank an anonymous reviewer for constructive comments and suggestions being a great benefit to the article.
PY - 2012/2
Y1 - 2012/2
N2 - The societal usage of coastal zones (including offshore wind energy plants, waterway deepening, beach conservation and restoration) is of emerging importance. Sediment dynamics in these areas result in sandy deposits due to strong tidal and wave action, which is difficult to simulate in laboratory geotechnical tests. Here, we present data from in situ penetrometer tests using the lightweight, free-fall Nimrod penetrometer and complementary laboratory experiments to characterize the key physical properties of sandy seafloors in areas dominated by quartzose (North Sea, Germany) and calcareous (Hawaii, USA) mineralogy. The carbonate sands have higher friction angles (carbonate: 31-37°; quartz: 31-32°) and higher void ratios (carbonate: 1.10-1.40; quartz: 0.81-0.93) than their siliceous counterparts, which have partly been attributed to the higher angularity of the coral-derived particles. During the in situ tests, we consistently found higher sediment strength (expressed in deceleration as well as in estimated quasi-static bearing capacity) in the carbonate sand (carbonate: 68-210 g; quartz: 25-85 g), which also showed a greater compressibility. Values were additionally affected by seafloor inclination (e. g., along a sub-aqueous dune or a channel), or layering in areas of sediment mobilization (by tides, shorebreak or currents). The study shows that the differences in in situ measured penetration profiles between carbonate sands and quartz sands are supported by the laboratory results and provide crucial information on mobile layers overlying sands of various physical properties.
AB - The societal usage of coastal zones (including offshore wind energy plants, waterway deepening, beach conservation and restoration) is of emerging importance. Sediment dynamics in these areas result in sandy deposits due to strong tidal and wave action, which is difficult to simulate in laboratory geotechnical tests. Here, we present data from in situ penetrometer tests using the lightweight, free-fall Nimrod penetrometer and complementary laboratory experiments to characterize the key physical properties of sandy seafloors in areas dominated by quartzose (North Sea, Germany) and calcareous (Hawaii, USA) mineralogy. The carbonate sands have higher friction angles (carbonate: 31-37°; quartz: 31-32°) and higher void ratios (carbonate: 1.10-1.40; quartz: 0.81-0.93) than their siliceous counterparts, which have partly been attributed to the higher angularity of the coral-derived particles. During the in situ tests, we consistently found higher sediment strength (expressed in deceleration as well as in estimated quasi-static bearing capacity) in the carbonate sand (carbonate: 68-210 g; quartz: 25-85 g), which also showed a greater compressibility. Values were additionally affected by seafloor inclination (e. g., along a sub-aqueous dune or a channel), or layering in areas of sediment mobilization (by tides, shorebreak or currents). The study shows that the differences in in situ measured penetration profiles between carbonate sands and quartz sands are supported by the laboratory results and provide crucial information on mobile layers overlying sands of various physical properties.
KW - Bearing capacity
KW - Carbonate sand
KW - Dynamic penetrometer
KW - Quartz sand
KW - Sediment strength
UR - http://www.scopus.com/inward/record.url?scp=84155195237&partnerID=8YFLogxK
U2 - 10.1007/s10706-011-9444-7
DO - 10.1007/s10706-011-9444-7
M3 - Article
AN - SCOPUS:84155195237
SN - 0960-3182
VL - 30
SP - 1
EP - 14
JO - Geotechnical and Geological Engineering
JF - Geotechnical and Geological Engineering
IS - 1
ER -