27.07.2021 Views

The Delft Sand, Clay & Rock Cutting Model, 2019a

The Delft Sand, Clay & Rock Cutting Model, 2019a

The Delft Sand, Clay & Rock Cutting Model, 2019a

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Bibliography.<br />

Chapter 17:<br />

Bibliography.<br />

Abelev, A., & Valent, P. (2010). Strain rate dependency of strength of soft marine deposits of the Gulf of Mexico.<br />

Stennis Space Center, MS 39529, USA.: Naval Research Laboratory.<br />

Becker, S., Miedema, S., Jong, P., & Wittekoek, S. (1992). On the Closing Process of Clamshell Dredges in Water<br />

Saturated <strong>Sand</strong>. WODCON XIII (p. 22 pages). Bombay, India: WODA.<br />

Becker, S., Miedema, S., Jong, P., & Wittekoek, S. (1992, September). <strong>The</strong> Closing Process of Clamshell Dredges<br />

in Water Saturated <strong>Sand</strong>. Terra et Aqua, No. 49, 22 pages.<br />

Biot, M. (1941). General theory of three dimensional consolidation. Journal of Applied Physics, vol. 12., 155-164.<br />

Bishop, A. (1966). <strong>The</strong> strength of soils as engineering materials. Geotechnique, vol. 16, no. 2., 91-128.<br />

Brakel, J. (1981). Mathematisch model voor de krachten op een roterende snijkop van een in zeegang werkende<br />

snijkopzuiger. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> University of Technology - ScO/80/96.<br />

Butterfield, R., & Andrawes, K. (1972). On the angles of friction between sand and plane surfaces. Journal of<br />

Terramechanics, vol. 8, no. 4., 15-23.<br />

Carman, P. (1937). Fluid flow through granular beds. Transactions Institute Chemical Engineering, 15, 150.<br />

Carman, P. (1956). Flow of gases through porous media. London: Butterworths Scientific Publications.<br />

Coulomb, C. (1776). Essai sur une application des regles des maximis et minimis a quelques problemes de statique<br />

relatifs a l'architecture. Academie royale des sciences, Paris, Memoires de mathematique et de physique,<br />

vol. 7., 343-382.<br />

Detournay, E., & Atkinson, C. (2000). Influence of pore pressure on the drilling response in low permeability shear<br />

dilatant rocks. International Journal of <strong>Rock</strong> Mechanics & Mining Sciences, vol. 37., 1091-1101.<br />

Evans, I. (1964). <strong>The</strong> force required to cut coal with blunt wedges. Mining Research Establishment Isleworth.<br />

Evans, I., & Pomeroy, C. (1966). <strong>The</strong> strength, fracture and workability of coal. Pergamon Press.<br />

Fairhurst, C. (1964). On the validity of the Brazilian test for brittle materials. International Journal of <strong>Rock</strong><br />

Mechanics & Mining Sciences, vol. 1., 535-546.<br />

Geking, K. (1987). <strong>Rock</strong> Testing Procedures at VA’s Geotechnical Laboratory in Zeltweg. Zeltweg, Austria.:<br />

Voest Alphine, International Report TZU 48.<br />

Glasstone, S., Laidler, K., & Eyring, H. (1941). <strong>The</strong> theory of rate processes. New York: McGraw Hill.<br />

Hansen, B. (1958). Line ruptures regarded as narrow rupture zones. Earth Pressure Problems, (pp. 39-48).<br />

Brussels.<br />

Hatamura, Y., & Chijiiwa, K. (1975). Analyses of the mechanism of soil cutting, 1st report. Bulletin of JSME, vol.<br />

18, no. 120, 619-626.<br />

Hatamura, Y., & Chijiiwa, K. (1976A). Analyses of the mechanism of soil cutting, 2nd report. Bulletin of the<br />

JSME, vol. 19, no. 131., 555-563.<br />

Hatamura, Y., & Chijiiwa, K. (1976B). Analyses of the mechanism of soil cutting, 3rd report. Bulletin of the JSME,<br />

vol. 19, no. 139., 1376-1384.<br />

Hatamura, Y., & Chijiiwa, K. (1977A). Analyses of the mechanism of soil cutting, 4th report. Bulletin of the JSME,<br />

vol. 20, no. 139., 130-137.<br />

Hatamura, Y., & Chijiiwa, K. (1977B). Analyses of the mechanism of soil cutting, 5th report. Bulletin of the JSME,<br />

vol. 20, no. 141., 388-395.<br />

Hazen, A. (1982). Some physical properties of sands and gravels with special reference to their use in filtration.<br />

24th Annual Report, Massachusetts State Board of Health, Pub. Doc. No. 34., 539-556.<br />

He, J., & Vlasblom, W. (1998). <strong>Model</strong>ling of saturated sand cutting with large rake angles. WODCON XV. Las<br />

Vegas, USA: WODA.<br />

He, J., Miedema, S., & Vlasblom, W. (2005). FEM Analyses Of <strong>Cutting</strong> Of Anisotropic Densely Compacted and<br />

Saturated <strong>Sand</strong>. WEDAXXV/TAMU37. New Orleans, Louisiana, USA: WEDA/TAMU.<br />

Hettiaratchi, D. (1967A). <strong>The</strong> mechanics of soil cultivation. AES, no. 3/245/C/28.<br />

Hettiaratchi, D., & Reece, A. (1967B). Symmetrical three-dimensional soil failure. Journal of Terramechanics 4<br />

(3)., 45-67.<br />

Hettiaratchi, D., & Reece, A. (1974). <strong>The</strong> calculation of passive soil resistance. Geotechnique 24, no. 3., 289-310.<br />

Hettiaratchi, D., & Reece, A. (1975). Boundary wedges in two dimensional passive soil failure. Geotechnique 25,<br />

no. 2., 197-220.<br />

Hettiaratchi, D., Witney, B., & Reece, A. (1966). <strong>The</strong> calculation of passive pressure in two dimensional soil<br />

failure. Journal of Agriculture Engineering Resources 11 (2), 89-107.<br />

Hoek, E., & Brown, E. T. (1988). <strong>The</strong> Hoek-Brown Failure Criterion - a 1988 Update. 15th Canadian <strong>Rock</strong><br />

Mechanics Symposium., (pp. 31-38).<br />

Joanknecht, L. (1973). Mechanisch graaf onderzoek onder water. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> University of<br />

Technology.<br />

Joanknecht, L. (1974). <strong>Cutting</strong> forces in submerged soils. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> University of Technology.<br />

Josselin de Jong, G. (1976). Rowe's stress dilatancy relation based on friction. Geotechnique 26, no. 3, 527-534.<br />

Copyright © Dr.ir. S.A. Miedema TOC Page 431 of 454

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!