2012
DOI: 10.1007/s00367-012-0277-z
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A new instrument for high-resolution in situ assessment of Young’s modulus in shallow cohesive sediments

Abstract: This paper describes a new, miniature, instrumented flat dilatometer (mIDMT) designed to assess variations in nearly continuous compressive stress-strain behaviour with depth in shallow cohesive sediments. The instrument was tested both in situ in the Bay of Fundy, Nova Scotia, Canada, and in cored samples from Willapa Bay, Washington, USA. Comparisons between probe and laboratory uniaxial assessments for other elastic materials-gelatine and foam rubber specifically-show strong agreement over the range of stra… Show more

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Cited by 18 publications
(11 citation statements)
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References 20 publications
(23 reference statements)
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“…Another important control on the development of a gassy layer is related to sediment elastic properties. In situ profiling of tensile fracture toughness and measurements of Young's modulus in cohesive sediments has shown relatively smaller values in the surface layers than at increasing depth and could be related to compactness and grain size distribution [ Barry et al ., ; Johnson et al ., ]. With our homogenized sediment columns, the presence of the gassy layer could not be due to grain size stratification but was related to the development of bulk density stratification, i.e., sediment compaction and the gas‐charging process in the upper sediment layers.…”
Section: Discussionmentioning
confidence: 97%
“…Another important control on the development of a gassy layer is related to sediment elastic properties. In situ profiling of tensile fracture toughness and measurements of Young's modulus in cohesive sediments has shown relatively smaller values in the surface layers than at increasing depth and could be related to compactness and grain size distribution [ Barry et al ., ; Johnson et al ., ]. With our homogenized sediment columns, the presence of the gassy layer could not be due to grain size stratification but was related to the development of bulk density stratification, i.e., sediment compaction and the gas‐charging process in the upper sediment layers.…”
Section: Discussionmentioning
confidence: 97%
“…In natural muds, fracture toughness and stiffness are low in the top approximately 2-3 cm of sediments [24,25], corresponding to the depth distribution of A. brevis [16]. At the surface, fracture toughness approaches zero, indicating that surface muds are non-cohesive, high-porosity aggregates and that linear elastic fracture occurs only below the surface layer.…”
Section: Results and Discussion (A) Armandia Brevis Does Not Extend Bmentioning
confidence: 99%
“…Based on LEFM, lateral fracture resistance is only barely sufficient for A. brevis to overcome anterior resistance, but dorsoventral plastic deformation of sediments could increase resistance to lateral slipping (figure 2c). In natural muds, fracture toughness and stiffness are low in the top approximately 2-3 cm of sediments [24,25], corresponding to the depth distribution of A. brevis [16]. At the surface, fracture toughness approaches zero, indicating that surface muds are non-cohesive, high-porosity aggregates and that linear elastic fracture occurs only below the surface layer.…”
Section: (B) Non-cohesive Granular Media Exhibits Solid Response To Undulatory Burrowingmentioning
confidence: 99%
“…In situ measurements of E for soft, cohesive, coastal sediments are reported in Barry et al (2012a). As an example, if one inserts the parameter values in Boudreau et al (2005), the predicted b/ a (inverse aspect ratio) is of the order of 0.03, which is a very thin, eccentric bubble indeed.…”
mentioning
confidence: 97%