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    Abelev, A., & Valent, P. (2010). Strain rate dependency of strength of soft marine deposits of the Gulf of Mexico. Stennis Space Center, MS 39529, USA.: Naval Research Laboratory.

    Becker, S., Miedema, S., Jong, P., & Wittekoek, S. (1992). On the Closing Process of Clamshell Dredges in Water Saturated Sand. WODCON XIII (p. 22 pages). Bombay, India: WODA.

    Becker, S., Miedema, S., Jong, P., & Wittekoek, S. (1992, September). The Closing Process of Clamshell Dredges in Water Saturated Sand. Terra et Aqua, No. 49, 22 pages.

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

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

    Brakel, J. (1981). Mathematisch model voor de krachten op een roterende snijkop van een in zeegang werkende snijkopzuiger. Delft, Netherlands: Delft University of Technology - ScO/80/96.

    Butterfield, R., & Andrawes, K. (1972). On the angles of friction between sand and plane surfaces. Journal of Terramechanics, vol. 8, no. 4., 15-23.

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

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

    Coulomb, C. (1776). Essai sur une application des regles des maximis et minimis a quelques problemes de statique relatifs a l'architecture. Academie royale des sciences, Paris, Memoires de mathematique et de physique, vol. 7., 343-382.

    Detournay, E., & Atkinson, C. (2000). Influence of pore pressure on the drilling response in low permeability shear dilatant rocks. International Journal of Rock Mechanics & Mining Sciences, vol. 37., 1091-1101.

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

    Evans, I., & Pomeroy, C. (1966). The strength, fracture and workability of coal. Pergamon Press.

    Fairhurst, C. (1964). On the validity of the Brazilian test for brittle materials. International Journal of Rock Mechanics & Mining Sciences, vol. 1., 535-546.

    Geking, K. (1987). Rock Testing Procedures at VA’s Geotechnical Laboratory in Zeltweg. Zeltweg, Austria.: Voest Alphine, International Report TZU 48.

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

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

    Hatamura, Y., & Chijiiwa, K. (1975). Analyses of the mechanism of soil cutting, 1st report. Bulletin of JSME, vol.18, no. 120, 619-626.

    Hatamura, Y., & Chijiiwa, K. (1976A). Analyses of the mechanism of soil cutting, 2nd report. Bulletin of the JSME, vol. 19, no. 131., 555-563.

    Hatamura, Y., & Chijiiwa, K. (1976B). Analyses of the mechanism of soil cutting, 3rd report. Bulletin of the JSME, vol. 19, no. 139., 1376-1384.

    Hatamura, Y., & Chijiiwa, K. (1977A). Analyses of the mechanism of soil cutting, 4th report. Bulletin of the JSME, vol. 20, no. 139., 130-137.

    Hatamura, Y., & Chijiiwa, K. (1977B). Analyses of the mechanism of soil cutting, 5th report. Bulletin of the JSME, vol. 20, no. 141., 388-395.

    Hazen, A. (1982). Some physical properties of sands and gravels with special reference to their use in filtration. 24th Annual Report, Massachusetts State Board of Health, Pub. Doc. No. 34., 539-556.

    He, J., & Vlasblom, W. (1998). Modelling of saturated sand cutting with large rake angles. WODCON XV. Las Vegas, USA: WODA.

    He, J., Miedema, S., & Vlasblom, W. (2005). FEM Analyses Of Cutting Of Anisotropic Densely Compacted and Saturated Sand. WEDAXXV/TAMU37. New Orleans, Louisiana, USA: WEDA/TAMU.

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

    Hettiaratchi, D., & Reece, A. (1967B). Symmetrical three-dimensional soil failure. Journal of Terramechanics 4 (3)., 45-67.

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

    Hettiaratchi, D., & Reece, A. (1975). Boundary wedges in two dimensional passive soil failure. Geotechnique 25, no. 2., 197-220.

    Hettiaratchi, D., Witney, B., & Reece, A. (1966). The calculation of passive pressure in two dimensional soil failure. Journal of Agriculture Engineering Resources 11 (2), 89-107.

    Hoek, E., & Brown, E. T. (1988). The Hoek-Brown Failure Criterion - a 1988 Update. 15th Canadian Rock Mechanics Symposium., (pp. 31-38).

    Joanknecht, L. (1973). Mechanisch graaf onderzoek onder water. Delft, Netherlands: Delft University of Technology.

    Joanknecht, L. (1974). Cutting forces in submerged soils. Delft, Netherlands: Delft University of Technology.

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

    Kaitkay, P., & Lei, S. (2005). Experimental study of rock cutting under external hydrostatic pressure. Journal of Materials Processing Technology, vol. 159., 206-213.

    Kelessidis, V., & Maglione, R. (2008). Yield stress of water bentonite dispersions. Colloids and Surfaces A: Physicochemical Engineering Aspects 318., 217-226.

    Kelessidis, V., Tsamantaki, C., & Dalamarinis, P. (2007). Effect of pH and electrolyte on the rheology of aqueous Wyoming bentonite dispersions. Applied Clay Science 38., 86-96.

    Kesteren, W. G. (1995). Numerical simulations of crack bifurcation in the chip forming cutting process in rock. In G. B. Karihaloo (Ed.), Fracture of brittle disordered materials: concrete, rock and ceramics. (pp. 505- 524). London, UK.: E&FN Spon.

    Koning, J. d., Miedema, S., & Zwartbol, A. (1983). Soil/Cutterhead Interaction under Wave Conditions. WODCON X. Singapore: WODA.

    Kozeny, J. (1927). Uber kapillare leitung des wassers in boden. Wien: Sitzungsber. Akad. Wiss. Wien, Math. Naturwiss. Kl. Abt. 2a, 136, 271-306.

    Lambe, T., & Whitman, R. (1979). Soil mechanics, SI version. New York: John Wiley & Sons.

    Leussen, W. v., & Os, A. v. (1987 December). Basic research on cutting forces in saturated sand. Journal of Geotechnical Engineering, vol. 113, no. 12., 1501-1516.

    Leussen, W., & Nieuwenhuis, J. (1984). Soil mechanics aspects of dredging. Geotechnique 34, no. 3., 359-381.

    Lobanov, V., & Joanknecht, L. (1980). The cutting of soil under hydrostatic pressure. WODCON IX. Vancouver, Canada: WODA.

    Ma, Y. (2001). Mathematical model analysis for the saturated sand cutting with large cutting angles in the non-vavitation situation. Delft, Netherlands: Delft University of Technology, Report: 2001.BT.5581.

    Ma, Y., Ni, F., & Miedema, S. (2006A). Calculation of the Blade Cutting Force for small Cutting Angles based on MATLAB. The 2nd China Dredging Association International Conference & Exhibition, themed Dredging and Sustainable Development. Guangzhou, China: CHIDA.

    Ma, Y., Ni, F., & Miedema, S. (2006B). Mechanical Model of Water Saturated Sand Cutting at Blade Large Cutting Angles. Journal of Hohai University, ISSN 1009-1130, CN 32-1591.

    Meijer, K. (1981). Berekening van spanningen en deformaties in verzadigde grond. Delft, Netherlands: Delft Hydraulics Laboratory, Report R914 part 1.

    Meijer, K. (1985). Computation of stresses and strains in saturated soil, PhD Thesis. Delft, Netherlands: Delft University of Technology.

    Meijer, K., & Os, A. (1976). Pore pressures near a moving under water slope. Geotechnical Engineering Division ASCE 102, no. GT4., 361-372.

    Merchant, M. (1944). Basic mechanics of the metal cutting process. Journal of Applied Mechanics, vol. 11A., 168-175.

    Merchant, M. (1945A). Mechanics of metal cutting process, orthogonal cutting and a type 2 chip. Journal of Applied Physics, vol. 16, no. 5., 267-275.

    Merchant, M. (1945B). Mechanics of metal cutting, plasticity conditions in orthogonal cutting. Journal of Applied Physics, vol. 16, no. 6., 318-324.

    Miedema, S. (1981). The soil reaction forces on a crown cutterhead on a swell compensated ladder. Delft, The Netherlands: Delft University of Technology.

    Miedema, S. (1982). The Interaction between Cutterhead and Soil at Sea. Dredging Day November 19th (p. 25 pages in Dutch). Delft, The Netherlands: Delft University of Technology.

    Miedema, S. (1982). The mathematical modeling of the soil reaction forces on a cutterhead and the development of the computer program DREDMO. Delft, The Netherlands: Delft University of Technology.

    Miedema, S. (1984A). Mathematical Modeling of a Seagoing Cutter Suction Dredge. Delft, The Netherlands: Delft University of Technology/KIVI.

    Miedema, S. (1984B, October). The Cutting of Densely Compacted Sand under Water. Terra et Aqua, No. 28, 4-10.

    Miedema, S. (1985A, September). Derivation of the Differential Equation for Sand Pore Pressures. Dredging and Port Construction, 35.

    Miedema, S. (1985B, July). Mathematical Modeling of the Cutting of Densely Compacted Sand Under Water. Dredging and Port Construction, 22-26.

    Miedema, S. (1986A). The Application of a Cutting Theory on a Dredging Wheel. WODCON XI (p. 14 pages). Brighton, UK: WODA.

    Miedema, S. (1986B, June). Underwater Soil Cutting: a Study in Continuity. Dredging and Port Construction, 47-53.

    Miedema, S. (1987 September). The Calculation of the Cutting Forces when Cutting Water Saturated Sand, PhD Thesis. Delft: Delft University of Technology.

    Miedema, S. (1989). On the Cutting Forces in Saturated Sand of a Seagoing Cutter Suction Dredge. WODCON XII (p. 27 pages). Orlando, Florida, USA: WODA.

    Miedema, S. (1989, December). On the Cutting Forces in Saturated Sand of a Seagoing Cutter Suction Dredge. Terra et Aqua, No. 41, 27 pages.

    Miedema, S. (1992). New developments of cutting theories with respect to dredging, the cutting of clay. WODCON XIII. Bombay, India: World Dredging Association (WODA).

    Miedema, S. (1994). On the Snow-Plough Effect when Cutting Water Saturated Sand with Inclined Straight Blades. ASCE Dredging 94 (p. 24 pages). Orlando, Florida, USA: ASCE.

    Miedema, S. (1995). Production Estimation Based on Cutting Theories for Cutting Water Saturated Sand. WODCON IV (p. 30 pages). Amsterdam, The Netherlands: WODA.

    Miedema, S. (1999). Considerations on limits of dredging processes. 19th Annual Meeting & Technical Conference of the Western Dredging Association. Louisville, Kentucky, USA: WEDA/TAMU.

    Miedema, S. (2000). The modelling of the swing winches of a cutter dredge in relation with simulators. Texas A/M 32nd Annual Dredging Seminar. Warwick, Rhode Island, USA: WEDA/TAMU.

    Miedema, S. (2003). The Existence of Kinematic Wedges at Large Cutting Angles. CHIDA Dredging Days. Shanghai, China: CHIDA.

    Miedema, S. (2004). The Cutting Mechanisms of Water Saturated Sand at Small and Large Cutting Angles. International Conference on Coastal Infrastructure Development - Challenges in the 21st Century. Hongkong: ICCD.

    Miedema, S. (2005). The Cutting of Water Saturated Sand, the FINAL Solution. WEDAXXV/TAMU37. New Orleans, Louisiana, USA: WEDA/TAMU.

    Miedema, S. (2006A). The Cutting of Water Saturated Sand, the Solution. CEDA African Section: Dredging Days. Tangiers, Morocco: CEDA.

    Miedema, S. (2006B). The Cutting of Water Saturated Sand, the Solution. The 2nd China Dredging Association International Conference & Exhibition, themed Dredging and Sustainable Development. Guangzhou, China: CHIDA.

    Miedema, S. (2009). New Developments Of Cutting Theories With Respect To Dredging, The Cutting Of Clay And Rock. WEDA XXIX/Texas A/M 40. Phoenix, Arizona, USA: WEDA/TAMU.

    Miedema, S. (2010). New Developments of Cutting Theories with respect to Offshore Applications. ISOPE (p. 8). Beijing, China.: ISOPE.

    Miedema, S. A. (2014). The Delft Sand, Clay & Rock Cutting Model. (1st ed.). Delft: IOS Press, Delft University Press. doi:10.3233/978-1-61499-454-1-i

    Miedema, S. A., & Zijsling, D. (2012). Hyperbaric rock cutting. OMAE International Conference on Ocean, Offshore and Arctic Engineering (p. 14). Rio de Janeiro, Brazil: ASME.

    Miedema, S., & Becker, S. (1993). The Use of Modeling and Simulation in the Dredging Industry, in Particular the Closing Process of Clamshell Dredges. CEDA Dredging Days (p. 26 pages). Amsterdam, The Netherlands: CEDA.

    Miedema, S., & Frijters, D. (2003). The Mechanism of Kinematic Wedges at Large Cutting Angles - Velocity and Friction Measurements. 23rd WEDA Technical Conference/35th TAMU Dredging Seminar (p. 14 pages). Chicago, Illinois, USA: WEDA/TAMU.

    Miedema, S., & Frijters, D. (2004). The wedge mechanism for cutting of water saturated sand at large cutting angles. WODCON XVII. Hamburg, Germany: WODA.

    Miedema, S., & He, J. (2002B). The Existance of Kinematic Wedges at Large Cutting Angles. WEDA XXII Technical Conference/34th Texas A/M Dredging Seminar (p. 20 pages). Denver, Colorado, USA: WEDA/TAMU.

    Miedema, S., & Ma, Y. (2002A). The Cutting of Water Saturated Sand at Large Cutting Angles. ASCE Dredging 02 (p. 16 pages). Orlando, Florida, USA: ASCE.

    Miedema, S., & Yi, Z. (2001). An Analytical Method of Pore Pressure Calculations when Cutting Water Saturated Sand. Texas A/M 33nd Annual Dredging Seminar (p. 18 pages). Houston, USA: WEDA/TAMU.

    Mitchell, J. (1976). Fundamentals of soil behavior. John Wiley & Sons, Inc.

    Mitchell, J., Campanella, R., & Singh, A. (1968). Soil creep as a rate process. Journal SMFD, vol. 94, no. 1, ASCE.

    Mogi, K. (1966). Pressure dependence of rock strength and transition from brittle fracture to ductile flow. Bulletin Earthquake Res. Inst. Japan, Vol. 44., 215-232.

    Nishimatsu, Y. (1972). The mechanics of rock cutting. International Journal of Rock Mechanics & Mining Science, vol. 9., 261-270.

    Os, A. G. (1976). Snelle deformatie van korrelvormig materiaal onder water. PT-P31, no. 12, 735-741.

    Os, A. G. (1977A). Behavior of soil when excavated under water. In International course on modern dredging. The Hague, Netherlands.

    Os, A. G. (1977B). Snelle deformatie van korrelvormig materiaal onder water. PT-B32, no. 8., 461-467.

    Osman, M. (1964). The mechanics of soil cutting blades. J.A.E.R. 9 (4), 313-328.

    Palmer, A. (1999). Speed effects in cutting and ploughing. Geotechnique 49, no. 3., 285-294.

    Raalte, G., & Zwartbol, A. (1986). Disc bottom cutterhead, a report on laboratory and field tests. WODCON XI. Brighton, UK: WODA.

    Rafatian, N., Miska, S., Ledgerwood III, L., Hughes, B., Ahmed, R., Yu, M., & Takach, N. (2009). Experimental study of MSE of a single PDC cutter under simulated pressurized conditions. SPE/IADC 119302 Drilling Conference & Exhibition. Amsterdam, Netherlands: SPE International.

    Reece, A. (1965). The fundamental equation of earth moving machinery. Symposium Earth Moving Machinery. London: Institute of Mechanical Engineering.

    Rhee, C., & Steeghs, H. (1991 June). Multi blade ploughs in saturated sand, model cutting tests. Dredging & Port Construction.

    Roberts, J., Jepsen, R., Gotthard, D., & Lick, W. (1998). Effects of particle size and bulk density on erosion of quartz particles. Journal of Hydraulic Engineering, 1261-1267.

    Rowe, P. (1962). The stress dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings Royal Society A269. (pp. 500-527). Royal Society.

    Roxborough, F. (1987). The role of some basic rock properties in assessing cuttability. Seminar on Tunnels - Wholly Engineered Structures (pp. 1-21). Canberra, Australia: AFCC.

    Schrieck, G. (1996). Introduction to Dredging Engineering. Delft, the Netherlands: Delft University of Technology.

    Segal, G. (2001). Sepra analysis programmers guide, standard problems and users manual. Leidschendam, Netherlands: Ingenieursbureau Sepra.

    Sohne, W. (1956). Some basic considerations of soil mechanics as applied to agricultural engineering. Grundlagen der landtechnik (7)., 11-27.

    Soydemir, C. (1977). Potential models for shear strength generation in soft marine clays. International Symposium on Soft Clay. Bangkok, Thailand.

    Stam, P. (1983). Analyse ten behoeve van het ontwerp van een klei snijdende sleepkop, CO/82/129. Delft, Netherlands: Delft University of Technology.

    Steeghs, H. (1985A). Snijden van zand onder water, part I. Ports & Dredging no. 121.

    Steeghs, H. (1985B). Snijden van zand onder water, part II. Ports & Dredging no. 123.

    Terzaghi, K., & Peck, R. (1964). Soil mechanics in engineering practise. New York: John Wiley & Sons.

    Turnage, G., & Freitag, D. (1970). Effects of cone velocity and size on soil penetration resistance. ASEA 69-670.

    Verhoef, P. (1997). Wear of rock cutting tools: Implications for site investigation of rock dredging projects. Delft, Netherlands: Balkema Rotterdam.

    Verruijt, A. (1983). Soil Mechanics. Delft: DUM, Netherlands.

    Vlasblom, W. (2003-2007). Rock Cutting, Lecture Notes. Delft, Netherlands: Delft University of Technology.

    Vukovic, M., & Soro, A. (1992). Determination of hydraulic conductivity of porous media from grain size composition. Water Resources Publications, Littleton, Colorado.

    Weijermars, R. (1997-2011). Principles of rock mechanics. Delft, Netherlands: Alboran Science Publishing.

    Wismer, R., & Luth, H. (1972A). Performance of Plane Soil Cutting Blades. Transactions of ASEA.

    Wismer, R., & Luth, H. (1972B). Rate effects in soil cutting. Journal of Terramechanics, vol. 8, no. 3., 11-21.

    Yi, Z. (2000). The FEM calculation of pore water pressure in sand cutting process by SEPRAN. Delft, Netherlands: Delft University of Technology, Report: 2001.BT.5455.

    Yi, Z., & Miedema, S. (2001). Finite Element Calculations To Determine The Pore Pressures When Cutting Water Saturated Sand At Large Cutting Angles. CEDA Dredging Days (p. 20 pages). Amsterdam, The Netherlands: CEDA.

    Yi, Z., & Miedema, S. (2002). Finite Element Calculations To Determine The Pore Pressures When Cutting Water Saturated Sand At Large Cutting Angles. CEDA Dredging Days  (p. 20 pages). Amsterdam, The Netherlands: CEDA.

    Zeng, D., & Yao, Y. (1988). Investigation on the relationship between soil metal friction and sliding speed. 2nd Asian Pacific Conference of ISTVS. Bangkok, Thailand.

    Zeng, D., & Yao, Y. (1991). Investigation on the relationship between soil shear strength and shear rate. Journal of Terramechanics, 28 (1).

    Zijsling, D. (1987). Single cutter testing - a key for PDC bit development (SPE 16529). Offshore Europe 87. Aberdeen, Scotland.

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