The performance of pipeline ploughs
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[1] U. Rosa. Performance of narrow tillage tools with inertial and strain rate effects , 1997 .
[2] David N. Cathie,et al. Pipeline Trenching Using Plows: Performance and Geotechnical Hazards , 2001 .
[3] A. R. Reece,et al. Soil Mechanics Of Submarine Ploughs , 1986 .
[4] M. D. Bolton,et al. Discussion: The strength and dilatancy of sands , 1987 .
[5] J. Santamarina,et al. Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" , 2006 .
[6] M. Finch,et al. Meeting the Challenges of Deepwater Cable and Pipeline Burial , 2001 .
[7] D. Wood,et al. Effects of dilatancy and particle size observed in model tests on sand , 1992 .
[8] Jin Tong,et al. Effects of rake angle of chisel plough on soil cutting factors and power requirements: A computer simulation , 2006 .
[9] M. Oda,et al. Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils , 1998 .
[10] Andrew Palmer,et al. DESIGN AND OPERATION OF AN UNDERWATER PIPELINE TRENCHING PLOUGH , 1979 .
[11] Christopher A. Bareither,et al. Geological and Physical Factors Affecting the Friction Angle of Compacted Sands , 2008 .
[12] Michael Brown,et al. Experimental testing of the performance of pipeline ploughs , 2008 .
[13] Bolton,et al. Interpretation of centrifuge piezocone tests in dilatant, low plasticity silts , 2005 .
[14] K. Roscoe. THE INFLUENCE OF STRAINS IN SOIL MECHANICS , 1970 .
[15] Mark Randolph,et al. Evaluating the coefficient of consolidation using penetration tests , 2001 .
[16] Boris Jeremić,et al. MECHANICS OF GRANULAR MATERIALS AT Low EFFECTIVE STRESSES , 1998 .
[17] Bolton,et al. Scale effects in the bearing capacity of granular soils , 1989 .
[18] J. A. Charles. An appraisal of the influence of a curved failure envelope on slope stability , 1982 .
[19] A. R. Reece,et al. Boundary Wedges in two-dimensional passive soil failure , 1975 .
[20] I. Vardoulakis,et al. The thickness of shear bands in granular materials , 1987 .
[21] D.R.P. Hettiaratchi,et al. Theoretical mechanics of sub-surface cutting blades and buried anchors , 1980 .
[22] Neil Morgan,et al. Pipeline And Cable Plough Stability In Soft Clays , 2007 .
[23] R. J. Fannin,et al. Shear strength of cohesionless soils at low stress , 2005 .
[24] D. Wood. Some observations of volumetric instabilities in soils , 2002 .
[25] Jonathan B. Machin. Operational Experience Of Multipass And Backfill Ploughs , 1995 .
[26] A. G. van Os,et al. Basic Research on Cutting Forces in Saturated Sand , 1987 .
[27] Felipe Villalobos. INSTALLATION OF SUCTION CAISSONS IN SAND , 2007 .
[28] Aris C. Stamatopoulos,et al. SOIL COMPRESSIBILITY AS MEASURED IN THE OEDOMETER , 1978 .
[29] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[30] Alain Puech,et al. SHRIMP: an investigation tool for pipeline and cable burial , 1994, Proceedings of OCEANS'94.
[31] A. R. Reece. Paper 2: The Fundamental Equation of Earth-Moving Mechanics , 1964 .
[32] Mark Fraser Bransby,et al. Pipeline plough performance in sand waves. Part 1: model testing , 2010 .
[33] I. Jefferson,et al. Soil mechanics in engineering practice , 1997 .
[34] G. Gudehus,et al. Evolution of shear bands in sand , 2004 .
[35] David White,et al. An investigation into the behaviour of pressed-in piles , 2002 .
[36] W. A. Take,et al. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry , 2003 .
[37] P. Brunning,et al. The performance of pipeline ploughs in layered soils , 2005 .
[38] Bolton,et al. Scale effects arising from particle size , 1988 .
[39] Mark Randolph,et al. Effect of cone velocity on cone resistance and excess pore pressures , 2004 .
[40] Temuulen Tsagaan Sankey. Scale, Effects , 2008, Encyclopedia of GIS.
[41] Gioacchino Viggiani,et al. Shear bands in plane strain compression of loose sand , 1997 .
[42] Mark Fraser Bransby,et al. Pipeline plough performance in sand waves. Part 2: kinematic calculation method , 2010 .
[43] M. Randolph,et al. Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments , 1994 .
[44] Ioannis Vardoulakis,et al. Trap‐door problem with dry sand: A statical approach based upon model test kinematics , 1981 .
[45] J. Atkinson,et al. The Mechanics of Soils and Foundations , 2007 .
[46] Jan A.A. Ochtman,et al. Post Plowing For Rigid Lines - Controlled Trench Depth and High Progress Rate , 1980 .
[47] Kenichi Soga,et al. Fundamentals of Soil Behaviour , 2005 .
[48] Z. Cabarkapa,et al. Discussion: Shear strength of cohesionless soils at low stress , 2006 .
[49] G. Wayne Clough,et al. Behavior of Granular Materials Under High Stresses , 1968 .
[50] Andrew Palmer,et al. Speed effects in cutting and ploughing , 1999 .
[51] D.R.P. Hettiaratchi,et al. A slip-line method for estimating passive earth pressure , 1989 .
[52] R. J. Fannin,et al. Influence of roundness on the void ratio and strength of uniform sand , 2008 .
[53] Mark Fraser Bransby,et al. Rate effects during pipeline upheaval buckling in sand , 2009 .
[54] J. D. Nieuwenhuis,et al. Soil mechanics aspects of dredging , 1984 .
[55] S. Hata. Submarine cable: multi-blade plough , 1979 .
[56] Victor Miguel Ponce,et al. SHEAR STRENGTH OF SAND AT EXTREMELY LOW PRESSURES , 1971 .