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The Delft Sand, Clay & Rock Cutting Model, 2019a
The Delft Sand, Clay & Rock Cutting Model, 2019a
The Delft Sand, Clay & Rock Cutting Model, 2019a
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<strong>The</strong> <strong>Delft</strong> <strong>Sand</strong>, <strong>Clay</strong> & <strong>Rock</strong> <strong>Cutting</strong> <strong>Model</strong>.<br />
Page 430 of 454 TOC Copyright © Dr.ir. S.A. Miedema
<strong>The</strong> <strong>Delft</strong> <strong>Sand</strong>, <strong>Clay</strong> & <strong>Rock</strong> <strong>Cutting</strong> <strong>Model</strong>. Page 430 of 454 TOC Copyright © Dr.ir. S.A. Miedema
Bibliography. Chapter 17: Bibliography. 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 <strong>Sand</strong>. WODCON XIII (p. 22 pages). Bombay, India: WODA. Becker, S., Miedema, S., Jong, P., & Wittekoek, S. (1992, September). <strong>The</strong> Closing Process of Clamshell Dredges in Water Saturated <strong>Sand</strong>. 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). <strong>The</strong> 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. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> 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 <strong>Rock</strong> Mechanics & Mining Sciences, vol. 37., 1091-1101. Evans, I. (1964). <strong>The</strong> force required to cut coal with blunt wedges. Mining Research Establishment Isleworth. Evans, I., & Pomeroy, C. (1966). <strong>The</strong> strength, fracture and workability of coal. Pergamon Press. Fairhurst, C. (1964). On the validity of the Brazilian test for brittle materials. International Journal of <strong>Rock</strong> Mechanics & Mining Sciences, vol. 1., 535-546. Geking, K. (1987). <strong>Rock</strong> Testing Procedures at VA’s Geotechnical Laboratory in Zeltweg. Zeltweg, Austria.: Voest Alphine, International Report TZU 48. Glasstone, S., Laidler, K., & Eyring, H. (1941). <strong>The</strong> 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). <strong>Model</strong>ling of saturated sand cutting with large rake angles. WODCON XV. Las Vegas, USA: WODA. He, J., Miedema, S., & Vlasblom, W. (2005). FEM Analyses Of <strong>Cutting</strong> Of Anisotropic Densely Compacted and Saturated <strong>Sand</strong>. WEDAXXV/TAMU37. New Orleans, Louisiana, USA: WEDA/TAMU. Hettiaratchi, D. (1967A). <strong>The</strong> 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). <strong>The</strong> 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). <strong>The</strong> calculation of passive pressure in two dimensional soil failure. Journal of Agriculture Engineering Resources 11 (2), 89-107. Hoek, E., & Brown, E. T. (1988). <strong>The</strong> Hoek-Brown Failure Criterion - a 1988 Update. 15th Canadian <strong>Rock</strong> Mechanics Symposium., (pp. 31-38). Joanknecht, L. (1973). Mechanisch graaf onderzoek onder water. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> University of Technology. Joanknecht, L. (1974). <strong>Cutting</strong> forces in submerged soils. <strong>Delft</strong>, Netherlands: <strong>Delft</strong> University of Technology. Josselin de Jong, G. (1976). Rowe's stress dilatancy relation based on friction. Geotechnique 26, no. 3, 527-534. Copyright © Dr.ir. S.A. Miedema TOC Page 431 of 454
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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The Delft Sand, Clay & Rock Cutting
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Chapter 1: Introduction. 1.1. Appro
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Introduction. In dry sand cutting t
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Chapter 2: Basic Soil Mechanics. 2.
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Basic Soil Mechanics. 2.2.2. Soil C
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Basic Soil Mechanics. soil characte
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Basic Soil Mechanics. 2.3. Soils. 2
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Basic Soil Mechanics. 2.3.2. Clay.
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Basic Soil Mechanics. 2.3.3. Rock.
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Basic Soil Mechanics. Figure 2-12:
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Basic Soil Mechanics. Figure 2-15 B
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2.4. Soil Mechanical Parameters. Ba
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Basic Soil Mechanics. 2.4.2.4. Impo
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Basic Soil Mechanics. Table 2-3: Em
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Basic Soil Mechanics. 2.4.3.4. Poro
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Basic Soil Mechanics. 3 3 2 l e 3 g
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Basic Soil Mechanics. 46 Friction a
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Basic Soil Mechanics. c tan (2-
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2.4.9. Unconfined Tensile Strength.
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Basic Soil Mechanics. 2.5. Criteria
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Basic Soil Mechanics. increase, to
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Basic Soil Mechanics. Table 2-14: T
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2.6. Soil Mechanical Tests. 2.6.1.
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Basic Soil Mechanics. be regarded a
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Basic Soil Mechanics. Figure 2-34:
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2.6.5.1. Consolidated Drained (CD).
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Basic Soil Mechanics. Figure 2-38:
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Basic Soil Mechanics. Figure 2-43:
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Basic Soil Mechanics. 2.8. The Mohr
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Basic Soil Mechanics. Squaring equa
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Basic Soil Mechanics. Figure 2-48:
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Basic Soil Mechanics. 2.9. Active S
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Basic Soil Mechanics.
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Basic Soil Mechanics. 2.10. Passive
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cos sin cos sin 1 1 sin
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Basic Soil Mechanics. 2.11. Summary
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2.12. Shear Strength versus Frictio
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Basic Soil Mechanics. 2.13. Nomencl
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The General Cutting Process. Chapte
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The General Cutting Process. 10. β
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The General Cutting Process. The fo
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The General Cutting Process. W2 si
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The General Cutting Process.
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The General Cutting Process.
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3.6. The Snow Plough Effect. The Ge
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The General Cutting Process. The ve
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3.6.5. The Resulting Cutting Forces
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The General Cutting Process. Q c Pc
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Which Cutting Mechanism for Which K
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Which Cutting Mechanism for Which K
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Which Cutting Mechanism for Which K
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Which Cutting Mechanism for Which K
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4.6. Summary. Which Cutting Mechani
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Chapter 5: Dry Sand Cutting. 5.1. I
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Dry Sand Cutting. The force K1 on t
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Dry Sand Cutting. Horizontal Cuttin
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Dry Sand Cutting. 2 v s i VD F
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Dry Sand Cutting. Horizontal Cuttin
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Dry Sand Cutting. Shear Angle β vs
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Dry Sand Cutting. 5.6. Specific Ene
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5.8. Experiments in Dry Sand. 5.8.1
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Dry Sand Cutting. 5.8.2. Wismer & L
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Chapter 6: Saturated Sand Cutting.
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Saturated Sand Cutting. 2 ci c i F
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Saturated Sand Cutting. the Waterlo
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Saturated Sand Cutting. The normal
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Saturated Sand Cutting. Figure 6-8:
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Saturated Sand Cutting. Figure 6-10
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Saturated Sand Cutting. Figure 6-14
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6.7. The Blade Tip Problem. Saturat
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Saturated Sand Cutting. s2 0.8 L
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Saturated Sand Cutting. However Fig
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Saturated Sand Cutting. S1=L1*(1-I/
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Saturated Sand Cutting. 6.9. Determ
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' h Saturated Sand Cutting.
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Saturated Sand Cutting. Figure 6-26
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Saturated Sand Cutting. α=45° and
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Saturated Sand Cutting. 6.12.1. Spe
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Saturated Sand Cutting. 100.0 SPT v
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Saturated Sand Cutting. 6.12.2. The
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Saturated Sand Cutting. Figure 6-33
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Saturated Sand Cutting. 6.13. Exper
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Saturated Sand Cutting. The tests a
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Saturated Sand Cutting. old laborat
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Saturated Sand Cutting. Figure 6-45
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Saturated Sand Cutting. 6.13.2. Tes
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Saturated Sand Cutting. side effect
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Saturated Sand Cutting. 6.13.7. Com
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Saturated Sand Cutting. which the t
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Saturated Sand Cutting. The dimensi
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Saturated Sand Cutting. 10 Partial
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Saturated Sand Cutting. The equatio
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Saturated Sand Cutting. 0.30 No Cav
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Saturated Sand Cutting. P4 (bar) P3
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Saturated Sand Cutting. 10.0 8.0 Fh
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Saturated Sand Cutting. Preal Real
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Clay Cutting. Chapter 7: Clay Cutti
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Clay Cutting. 7.3. The Influence of
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Clay Cutting. From this equation, s
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Clay Cutting. a material on which a
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Clay Cutting. 7.3.4. The Proposed T
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Clay Cutting. 100 90 Shear Strength
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Clay Cutting. 7.3.6. Abelev & Valen
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Clay Cutting. 2500 The Strain Rate
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Clay Cutting. 7.4. The Flow Type. 7
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Clay Cutting. F s ch i w s ah b
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Clay Cutting. Figure 7-22 shows the
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Clay Cutting. The Horizontal Cuttin
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Clay Cutting. 7.5. The Tear Type. 7
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7.5.3. The Mobilized Shear Strength
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7.5.4. The Resulting Cutting Forces
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Clay Cutting. Vertical Cutting Forc
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Clay Cutting. This gives for the no
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Clay Cutting. Substituting equation
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Clay Cutting. Figure 7-34: The equi
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Clay Cutting. Vertical Cutting Forc
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Clay Cutting. 0.30 Vertical Cutting
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Clay Cutting. 1000 Clay Cutting Esp
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Clay Cutting. Shear Angle β vs. Bl
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Clay Cutting. Horizontal Cutting Fo
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Clay Cutting. 7.9. Nomenclature. a
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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8.2.3. Based on UTS and UCS. Rock C
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8.2.5. Hoek & Brown (1988). Rock Cu
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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8.3. Cutting Models. Rock Cutting:
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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8.3.5. The Nishimatsu Model. Rock C
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sin Rock Cutting: Atmospheric Cond
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Atmospheric Condition
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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9.8. Specific Energy Graphs. Rock C
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Rock Cutting: Hyperbaric Conditions
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Rock Cutting: Hyperbaric Conditions
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The Occurrence of a Wedge. Chapter
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The Occurrence of a Wedge. 19. A fo
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The Occurrence of a Wedge. h 4 4
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10.3. The Equilibrium of Moments. T
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A Wedge in Dry Sand Cutting. Chapte
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A Wedge in Dry Sand Cutting. The no
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A Wedge in Dry Sand Cutting. Figure
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11.4. Results of some Calculations.
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A Wedge in Dry Sand Cutting. 11.5.
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A Wedge in Dry Sand Cutting. 11.6.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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12.4. The Equilibrium of Moments. A
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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12.8. Experiments. A Wedge in Satur
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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A Wedge in Saturated Sand Cutting.
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12.10. Nomenclature. A Wedge in Sat
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A Wedge in Clay Cutting. Chapter 13
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The Coefficient c1. Table E-3: c1 f
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Appendix F: The Coefficient c2. The
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The Coefficient c2. Table F-3: c2 f
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Appendix G: The Coefficient a1. The
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The Coefficient a1. Table G-3: a1 f
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The Shear Angle β Cavitating. Appe
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The Shear Angle β Cavitating. Tabl
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Appendix I: The Coefficient d1. The
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The Coefficient d1. Table I-3: d1 f
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Appendix J: The Coefficient d2. The
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The Coefficient d2. Table J-3: d2 f
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The Properties of the 200 μm Sand.
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The Properties of the 200 μm Sand.
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The Properties of the 105 μm Sand.
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The Properties of the 105 μm Sand.
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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Experiments in Water Saturated Sand
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The Snow Plough Effect. Appendix N:
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The Snow Plough Effect. 10.0 8.0 Fh
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The Snow Plough Effect. 12.0 9.6 Fh
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The Snow Plough Effect. 10.0 8.0 Fh
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The Snow Plough Effect. 20.0 16.0 F
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The Snow Plough Effect. 12.0 9.6 Fh
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Specific Energy in Sand. Appendix O
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Specific Energy in Sand. 2500 Speci
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Occurrence of a Wedge, Non-Cavitati
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Occurrence of a Wedge, Non-Cavitati
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Occurrence of a Wedge, Cavitating.
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Occurrence of a Wedge, Cavitating.
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Pore Pressures with Wedge. Appendix
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Pore Pressures with Wedge. Table R-
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Pore Pressures with Wedge. Table R-
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FEM Calculations with Wedge. Append
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FEM Calculations with Wedge. Figure
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S.3 The 75 Degree Blade. FEM Calcul
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FEM Calculations with Wedge. Figure
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FEM Calculations with Wedge. Figure
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Appendix T: Force Triangles. Force
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Force Triangles. Figure T-3: The fo
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Force Triangles. Figure T-5: The fo
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Specific Energy in Clay. Appendix U
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Specific Energy in Clay. 6000 Speci
- Page 609 and 610:
Clay Cutting Charts. Appendix V: Cl
- Page 611 and 612:
Clay Cutting Charts. The Vertical C
- Page 613 and 614:
Clay Cutting Charts. Shear Angle β
- Page 615 and 616:
Clay Cutting Charts. V.3 The Curlin
- Page 617 and 618:
Rock Cutting Charts. Appendix W: Ro
- Page 619 and 620:
Rock Cutting Charts. W.2 The Transi
- Page 621 and 622:
Rock Cutting Charts. A & B: Tensile
- Page 623 and 624:
Rock Cutting Charts. A & B: Tensile
- Page 625 and 626:
Rock Cutting Charts. A & B: Tensile
- Page 627 and 628:
Rock Cutting Charts. A & B: Tensile
- Page 629 and 630:
Rock Cutting Charts. A & B: Tensile
- Page 631 and 632:
Rock Cutting Charts. A & B: Tensile
- Page 633 and 634:
Rock Cutting Charts. W.5 Brittle Te
- Page 635 and 636:
Rock Cutting Charts. W.6 Brittle Te
- Page 637 and 638:
Hyperbaric Rock Cutting Charts. App
- Page 639 and 640:
Hyperbaric Rock Cutting Charts. 100
- Page 641 and 642:
Hyperbaric Rock Cutting Charts. X.2
- Page 643 and 644:
Hyperbaric Rock Cutting Charts. 100
- Page 645 and 646:
Hyperbaric Rock Cutting Charts. X.3
- Page 647 and 648:
Hyperbaric Rock Cutting Charts. 100
- Page 649 and 650:
Hyperbaric Rock Cutting Charts. X.4
- Page 651 and 652:
Hyperbaric Rock Cutting Charts. 100
- Page 653 and 654:
Hyperbaric Rock Cutting Charts. X.5
- Page 655 and 656:
Hyperbaric Rock Cutting Charts. 100
- Page 657 and 658:
Hyperbaric Rock Cutting Charts. X.6
- Page 659 and 660:
Hyperbaric Rock Cutting Charts. 100
- Page 661 and 662:
Hyperbaric Rock Cutting Charts. X.7
- Page 663 and 664:
Hyperbaric Rock Cutting Charts. 100
- Page 665 and 666:
Applications & Equipment. Appendix
- Page 667 and 668:
Y.2 Bucket Ladder Dredges. Applicat
- Page 669 and 670:
Y.3 Cutter Suction Dredges. Applica
- Page 671 and 672:
Applications & Equipment. Figure Y-
- Page 673 and 674:
Applications & Equipment. Y.4 Trail
- Page 675 and 676:
Applications & Equipment. Figure Y-
- Page 677 and 678:
Y.5 Backhoe Dredges. Applications &
- Page 679 and 680:
Y.6 Clamshell Dredges. Applications
- Page 681 and 682:
Applications & Equipment. Figure Y-
- Page 683 and 684:
Y.7 Bucket Wheel Dredges. Applicati
- Page 685 and 686:
Y.8 Braun Kohle Bergbau. Applicatio
- Page 687 and 688:
Y.9 Deep Sea Mining. Applications &
- Page 689 and 690:
Applications & Equipment. Figure Y-
- Page 691 and 692:
Y.10 Cable Trenching. Applications
- Page 693 and 694:
Y.11 Offshore Pipeline Trenching. A
- Page 695 and 696:
Y.12 Dry Trenching. Applications &
- Page 697 and 698:
Applications & Equipment. Y.13 PDC
- Page 699 and 700:
Applications & Equipment. Y.14 Bull
- Page 701 and 702:
Applications & Equipment. Y.15 Dry
- Page 703 and 704:
Y.16 Tunnel Boring Machines. Applic
- Page 705 and 706:
Publications. Appendix Z: Publicati
- Page 707 and 708:
Publications. 52. Miedema, S.A.,
- Page 710:
The Delft Sand, Clay & Rock Cutting
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