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Laboratory testing of muds

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Laboratory testing of muds. / OCKENDEN, M C ; DELO, E A .

In: Geo-Marine Letters, Vol. 11, No. 3-4, 09.1991, p. 138-142.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

OCKENDEN, MC & DELO, EA 1991, 'Laboratory testing of muds', Geo-Marine Letters, vol. 11, no. 3-4, pp. 138-142. https://doi.org/10.1007/BF02430999

APA

OCKENDEN, M. C., & DELO, E. A. (1991). Laboratory testing of muds. Geo-Marine Letters, 11(3-4), 138-142. https://doi.org/10.1007/BF02430999

Vancouver

OCKENDEN MC, DELO EA. Laboratory testing of muds. Geo-Marine Letters. 1991 Sep;11(3-4):138-142. doi: 10.1007/BF02430999

Author

OCKENDEN, M C ; DELO, E A . / Laboratory testing of muds. In: Geo-Marine Letters. 1991 ; Vol. 11, No. 3-4. pp. 138-142.

Bibtex

@article{a44885bb13944a2fb564f93a99a1a34e,
title = "Laboratory testing of muds",
abstract = "The equipment and techniques used at H. R. Wallingford Limited (HR) for testing the properties of estuarine muds are described. Erosion under unidirectional currents is measured in an annular flume; a relationship between shear strength, tau(e), and density, rho(d), is determined in the form: tau(e) = a rho(d)b. Self-weight consolidation tests are run in settling columns, with density profiles and excess pore pressures measured during the consolidation period. An empirical relationship between effective stress, sigma', and density is determined in the form: sigma' = a0 + a1-rho + a2-rho-2. Permeability, k, against density is determined in the form: log(k) = c0 + c1-rho.",
author = "OCKENDEN, {M C} and DELO, {E A}",
year = "1991",
month = sep,
doi = "10.1007/BF02430999",
language = "English",
volume = "11",
pages = "138--142",
journal = "Geo-Marine Letters",
issn = "0276-0460",
publisher = "Springer Verlag",
number = "3-4",

}

RIS

TY - JOUR

T1 - Laboratory testing of muds

AU - OCKENDEN, M C

AU - DELO, E A

PY - 1991/9

Y1 - 1991/9

N2 - The equipment and techniques used at H. R. Wallingford Limited (HR) for testing the properties of estuarine muds are described. Erosion under unidirectional currents is measured in an annular flume; a relationship between shear strength, tau(e), and density, rho(d), is determined in the form: tau(e) = a rho(d)b. Self-weight consolidation tests are run in settling columns, with density profiles and excess pore pressures measured during the consolidation period. An empirical relationship between effective stress, sigma', and density is determined in the form: sigma' = a0 + a1-rho + a2-rho-2. Permeability, k, against density is determined in the form: log(k) = c0 + c1-rho.

AB - The equipment and techniques used at H. R. Wallingford Limited (HR) for testing the properties of estuarine muds are described. Erosion under unidirectional currents is measured in an annular flume; a relationship between shear strength, tau(e), and density, rho(d), is determined in the form: tau(e) = a rho(d)b. Self-weight consolidation tests are run in settling columns, with density profiles and excess pore pressures measured during the consolidation period. An empirical relationship between effective stress, sigma', and density is determined in the form: sigma' = a0 + a1-rho + a2-rho-2. Permeability, k, against density is determined in the form: log(k) = c0 + c1-rho.

U2 - 10.1007/BF02430999

DO - 10.1007/BF02430999

M3 - Journal article

VL - 11

SP - 138

EP - 142

JO - Geo-Marine Letters

JF - Geo-Marine Letters

SN - 0276-0460

IS - 3-4

ER -