Abstract
This is a citation bibliography of works dealing with the quasi-static theory of consolidation of soil, and rock, as at 1982.
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Bibliography
Abbott, M.B., (1960), “One-Dimensional Consolidation of Multi- Layered Soils,” Geotechnique, 10, pp. 151–165.
Abelev, M. Yu., and Tsytovitch, N.A., (1964), “Problems of Application of the Theory of Consolidation for Fully Saturated Clayey Soils,” (In Russian), Osnovanija Fundamentyi Mekanika Gruntov, No. 3, pp. 11–14.
Adachi, T., Oka, F., and Tange, Y., (1982), Finite Element
Analysis of Two Dimensional Consolidation Using an Elasto- Viscoplastic Constitutive Equation Proceedings, Fourth International Conference on Numerical Methods in Geomechanics, (Edited-by Z. Eisenstein), A.A. Balkema, Rotterdam, The Netherlands, 1, pp- 287–296.
Aboshi, H., and Monden, H., (1963), “Determination of the Horizontal Coefficient of Consolidation of Aluvial Clay,” Proceedings, Fourth Australia — New Zealand Concerence of Soil Mechanics and Foundation Engineering. pp. 159–164.
Aboshi, H., and Yoshikuni, H., (1967), “A Study on the Consolida-tion Process Affected by Well Resistance in the Vertical Drain Method,” Soil and Foundation, 7, No. 4, pp. 38–58.
Aboshi, H., Yoshikuni, H., and Maruyama, S., (1970), “Constant Loading Rate Consolidation Test,” Soils and Foundations, No. 1, pp. 43–56.
Aboshi, H., Yoshikuni, H., and Uchibayashi, T., (1969), “Stability of Soft Clay Foundations Underneath Embankment, Consolidated by Means of Card-Board Drains,” Soils and Foundations, j), No- 2, pp. 1–14.
Absi, E., (1965), “Généralisation de la Théorie de Consolidation de Terzaghi au Cas d’Une Multicouche,” Annales de Institut Technique de Bâtiment et des Travaux Publics, 18, No. 211 /212, pp. 1014–1015.
Agbezuge, L.K., and Deresiewicz, H., (1974), “On the Indentation of a Consolidating Half-Space,” Israel Journal of Technology, 12, pp. 322–338.
Akai, K., and Tamura, T., (1978), “Numerical Analysis of Stress Path Under Multi-Dimensional Consolidation,” Proceedings of the Specialty Session on Computers in Soil Mechanics: Present and Future, Ninth International Conference on Soil Mechanics and Foundation Engineering (Edited by R.L. Schiffman), MAA Publishing Co., Taipei, Republic of China, pp. 30–53.
Al-Dhair, Z.A., and Tan, S.B., (1968), “A Note on One-Dimensional Constant-Head Permeability Tests,” Geotechnique, 18, pp. 499–505.
Alonso, E.E., and Krizek, R.J., (1975), “Consolidation of Randomly Heterogeneous Clay Strata,” Transportation Research Record No. 548, pp. 30–48.
American Society of Civil Engineers, (1933), “Earths and Founda-tions, Progress Report of Special Committee,” Proceedings, American Society of Civil Engineers, 59, No. 5, pp. 777–820.
Anandakrishnan, M., and Kuppusamy, T., (1970), “Consolidation Under Construction Type of Loading,” Proceedings, Second Asian Conference on Soil Engineering, pp. 335–343.
Asaoka, A., and Matsuo, M., (1980), “An Inverse Problem Approach to Settlement Prediction,” Soils and Foundations, 20, No. 4, pp. 53–66.
Asaoka, A., and Matsuo, M., (1980), “An Inverse Problem Approach to Settlement Prediction,” Soils and Foundations, 20, No. 4, pp. 53–66.
Athanasiou-Grivas, D., and Harr, M.E., (1978), “Consolidation — A Probilistic Approach,” Journal of the Engineering Mechanics Division, ASCE, 104, No. EM3, Proceedings Paper 13850, pp. 681–690.
Atkin, R.J., and Craine, R.E., (1976a), “Continuum Theories of Mixtures: Basic Theory and Historical Development,” Quarterly Journal of Mechanics and Applied Mathematics, 29, pp. 209–244.
Atkin, R.J., and Craine, R.E., (1976b), “Continuum Theories of Mixtures: Applications,” Journal of the Institute of Mathematics and Its Applications, 17, pp. 153–207.
Atkinson, M.S., and Eldred, P.J.L., (1981), “Consolidation of Soil Using Vertical Drains,” Geotechnique, 31, pp. 33–43.
Baker, R., (1976), “The Effect of Horizontal Consolidation*on Differential Settlements of Footings on Clay,” Canadian Geotechnical Journal, 13, pp. 442–451.
Balasubramaniam, A.S., and Brenner, R.P., (1981), “Consolidation and Settlement of Soft Clay,” Soft Clay Engineering (Edited by E.W. Brand and R.P. Brenner Elsevier Scientific Publishing Company, Amasterdam, The Netherlands, pp. 481–566.
Baligh, M.M., and Fuleihan, N.F., (1978), “Consolidation Theory with Stress Reduction due to Settlement,” Journal of the Geotechnical Engineering Division, ASCE, 104, No. GT5, Proceedings Paper 13755, pp. 519–534.
Baligh, M.M., and Levedoux, J.N., (1978), “Consolidation Theory for Cyclic Loading,” Journal of the Geotechnical Engineering Division, ASCE, 104, No. GT4, Proceedings Paper 13708, pp. 415–431.
Banerjee, S., and Mitchell, J.K., (1980), “In-Situ Volume-Change Properties by Electro-Osmosis — Theory,” Journal of the Geotechnical Engineering Division, ASCE, 106, No. GT4, Proceedings Paper 15370, pp. 347–365.
Barden, L., (1965a), “Consolidation of Compacted and Unsaturated Clays,”Geotechnique, 15, pp. 267–286.
Barden, L., (1965b), “Consolidation of Clay with Non-Linear Viscosity,” Geotechnique, 159 pp. 345–362.
Barden, L., (1968), “Primary and Secondary Consolidation of Clay and Peat,” Geotechnique, 18, pp. 1–24.
Barden, L., (1969), “Time Dependent Deformation of Normally Consolidated Clays and Peats,” Journal of the Soil Mechanics and Foundations Division, ASCE, 95, No. SMI, Proceedings Paper 6337, pp. 1–31.
Barden, L., and Berry, P.L., (1965), “Consolidation of Normally Consolidated Clay,” Journal of the Soil Mechanics and Founda-tions Division, ASCE, 91, No. SM5, Proceedings Paper 4481, pp. 15–35.
Barden, L., and Younan, N.A., (1969), “Consolidation of Layered Clays,” Canadian Geotechnical Journal, 6, pp. 413–429.
Barden, L., Berry, P.L., Poskitt, T.J., and Wilkinson, W.B., (1969), “Nonlinearities in the Consolidation of Clay and Peat,” Advances in Consolidation Theories for Clays, (Edited by H.B. Poorooshasb), Proceedings of Specialty Session No. 12, Seventh International Conference on Soil Mechanics and Foundation Engineering, University of Waterloo, Waterloo, Canada, pp. 1–11.
Barends, F.B.J., (1981), “Landsubsidence due to a Well in an Elastic Saturated Subsoil,” Proceedings of Euromech 143, Flow and Transport in Porous Media (Edited by A. Verruijut and F.B.J. Barends), A.A. Balkema, Rotterdam, The Netherlands, pp. 11–18.
Barron, R.A., (1948). “Consolidation of Fine-Grained Soils by Drain Wells,” Transaction, ASCE, 1L3, pp. 718–754.
Barvenik, M.M. Jr., (1977), “Generation of Pore Pressures in Dredged Material,” S.M. Thesis, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
Basak, P., (1977), “Consolidation by Sand Drains in Initial Gradient Soils,” Journal of the Geotechnical Engineering Division, ASCE, 103, No. GT11, Proceedings Paper 13313, pp. 1327–1332.
Basak, P., and Madhav, M.R., (1978), “Analytical Solutions of Sand Drain Problems,” Journal of the Geotechnical Engineering Division, ASCE, 104, No. GT1, Proceedings Paper 13453, pp. 129–135.
Battelino, D., (1973), “Oedometer Testing of Viscous Soils,” Proceedings, Eighth International Conference on Soil Mechanics and Foundation Engineering, 1.1, pp. 25–30.
Bear, J., and Corapcioglu, M.Y., (1981), “Mathematical Model for Regional Land Subsidence due to Pumping. 1. Integrated Aquifer Subsidence Equations Based on Vertical Displacement Only,” Water Resources Research, 17, pp. 937–946.
Bear, J., and Corapcioglu, M.Y., (1981), “Mathematical Model for Regional Land Subsidence due to Pumping. 2. Integrated Aquifer Subsidence Equations for Vertical and Horizontal Displacements,” Water Resources Research, 17, pp. 947–958.
Becker, D.E., and Lo, K.Y., (1981), “Settlements Under Intermittent Load,” Proceedings, Tenth International Conference on Soil Mechanics and Foundation Engineering 1, pp. 35–40.
Been, K., (1980), “Stress Strain Behaviour of a Cohesive Soil Deposited Under Water,” Ph.D. Dissertation, University of Oxford, Oxford, United Kingdom.
Been, K., (1981), “Non-Destructive Density Measurement Techniques for Examining Effective Stress Development in High Void Ratio Soils,” Department of Engineering Science, University of Oxford, Oxford, United Kingdom, Report No. OUEL 1350/81.
Been, K., and Sills, G.C., (1981), “Self-Weight Consolidation of Soft Soils: An Experimental and Theoretical Study,” Geotechnique, 31, pp. 519–535.
Berry, P.L., and Poskitt, T.J., (1972), “The Consolidation of Peat,” Geotechnique, 22, pp. 27–52.
Berry, P.L., and Vickers, B., (1975), “Consolidation of Fibrous Peat,” Journal of the Geotechnical Engineering Division, ASCE, jm, No 6T8, Proceedings Paper 11493, pp. 741–753.
Berry, P.L., and Wilkinson, W.B., (1969), “The Radial Consolidation of Clay Soils,” Geotechnique, 19, pp. 253–284.
Bijsterveld, J.J. Van, (1976), “Een Toepassing van Numerieke Analyse bij Twee-Dimensionale Consolidatieproblemen,” LGM Mededelingen, Delft, The Netherlands, 17, No. 3 /4, pp. 98–113.
Biot, M.A., (1935), “Le Probleme de la Consolidation des Matieres Argileuses sous une Charge,” Annaies de la Societe Scientifique de Bruxelles, Series B, 55, pp. 110–113.
Biot, M.A., (1941a), “General Theory of Three-Dimensional Consolidation,” Journal of Applied Physics, 12, pp. 155–164.
Biot, M.A., (1941b), “Consolidation Settlement Under a Rectangular Load Distribution,” Journal of Applied Physics, 12, pp. 426–430.
Biot, M.A., (1955), “Theory of Elasticity and Consolidation for a Porous Anisotropic Solid,” Journal of Applied Physics, 26, pp. 182–185.
Biot, M.A., (1956a), “General Solutions of the Equations of Elasticity and Consolidation for a Porous Material,” Journal of Applied Mechanics, 23, pp. 91–96.
Biot, M.A., (1956b), “Theory of Deformation of a Porous Viscoelas- tic Anisotropic Solid,” Journal of Applied Physics, 27, pp. 459–467.
Biot, M.A., (1963), “Theory of Stability and Consolidation of a Porous Medium Under Initial Stress,” Journal of Mathematics and Mechanics, 12 pp. 521–541.
Biot, M.A., (1965), Mechanics of Incremental Deformations, John Wiley and Sons, Inc., New York, New York.
Biot, M.A., (1972), “Theory of Finite Deformations of Porous Solids,” Indiana University Mathematics Journal, 21, pp. 597–620.
Biot, M.A., and Clingan, F.M., (1941), “Consolidation Settlement of a Soil with an Impervious Top Surface,” Journal of Applied Physics, 12, pp. 578–58,1.
Biot, M.A., and Willis, D.G., (1957), “The Elastic Coefficients of Consolidation,” Journal of Applied Mechanics, 24, pp. 594–601.
Bishop, A.W., and Al-Dhahir, Z.A., (1969), “Some Comparisons Between Laboratory Tests, In Situ Tests and Full Scale Performance, with Special Reference to Permeability and Coefficient of Consolidation,” In Situ Investigations in Soils and Rocks, Proceedings of the Conference organized by the British Geotechnical Society, pp. 251–264.
Bishop, A.W., and Gibson, R.E., (1963), “The Influence of the Pro-visions for Boundary Drainage on Strength and Consolidation Characteristics of Soil Measured on the Triaxial Apparatus,” Laboratory Shear Testing of Soils, ASTM, Special Technical Publication No. 361, pp. 435–451.
Bishop, A.M., and Henkel, D.J., (1962), The Measurement of Soil Properties in the Triaxial Test, Second Edition, Edward Arnold Ltd., London, United Kingdom.
Bjerrum, L., (1967), “Engineering Geology of Norwegian Normally- Consolidated Marine Clays as Related to Settlements of Buildings.” Geotechnique, 17, pp. 81–118.
Bolger, J.C., (1960), “Rheology of Kaolin Suspensions,” Doctor of Science Thesis, Department of Chemical Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
Bonaparte, R., and Mitchell, J.K., (1979), “The Properties of San Francisco Bay Mud at Hamilton Air Force Base, California,” Geotechnical Engineering, Department of Civil Engineering, University of California, Berkeley.
Booker, J.R., (1973a), “A Numerical Method for the Solution of Biot’s Consolidation Theory,” Quarterly Journal of Mechanics and Applied Mathematics, 26, pp. 457–470.
Booker, J.R., (1973b), “The Finite Element Solution of Consolidation Problems Using the Laplace Transform,” Proceedings, Eighth International Conference on Soil Mechanics and Foundation Engineering, 4.3, p. 92.
Booker, J.R., (1974), “The Consolidation of a Finite Layer Subject to Surface Loading,” International Journal of Solids and Structures, 10, pp. 1053–1065.
Booker, J.R., and Small, J.C., (1974), “An Investigation of the Stability of Numerical Solutions of Biot’s Equations of Con-solidation,” International Journal of Solids and Structures, 11, pp. 907–917.
Booker, J.R., and Small, J.C., (1975), “An Investigation of the Stability of Numerical Solutions of Biot’s Equations of Con-solidation,” International Journal of Solids and Structures, 11, pp. 907–917.
Booker, J.R., and Small, J.C., (1977), “Finite Element Analysis of Primary and Secondary Consolidation,” International Journal of Solids and Structures, 13, pp. 137–149.
Booker, J.R., and Small, J.C., (1979), “Finite Element Analysis of the Consolidation of Layered Soils,” Proceedings of the Third International Conference in Australia on Finite Element Methods, pp. 485–500.
Booker, J.R., and Small, J.C. (1982a), “Finite Layer Analysis of Consolidation, I,” International Journal for Numerical and Analytical Methods in Geomechanics, 6, pp. 151–171.
Booker, J.R., and Small, J.C., (1982b), “Finite Layer Analysis of Consolidation, II,” International Journal for Numerical and Analytical Methods in Geomechanics, 6, pp. 173–194.
Bowen, R.M., (1976), “Theory of Mixtures,” Continuum Physics, (Edited by A.C. Eringen), 3, Academic Press, New York, New York, pp. 1–127.
Bowen, R.M., (1982), “Compressible Porous Media Models by Use of the Theory of Mixtures,” International Journal of Engineering Science, 20, pp. 697–735.
Bredehoeft, J.D., and Hanshaw, B.B., (1968), “On the Maintenance of Anomalous Fluid Pressures, I. Thick Sedimentary Sequences,” Geological Society at American Bulletin, 79, pp. 1095–1104.
Brinch Hansen, J., and Inan, S., (1969), “Test and Formulas Concerning Secondary Consolidation,” Proceedings, Seventh International Conference on Soil mechanics and Foundation Engineering, 1 pp. 45–53.
Browell, L.G., and Carrier, W.D. III, (1979), Consolidation of Fin- Grained Mining Wastes, Proceedings, Sixth Pan-American Conference on Soil Mechanics and Foundation Engineering, 1 pp. 293–304.
Bronwell, L.G., and Lambe, T.W., (1968), “Comparison of Laboratory and Field Values of cv for Boston Blue Clay,” Highway Research Record, No. 243, pp. 23–37.
Bruisman, A.S.K., (1936), Results of Long Duration Settlement Tests, Proceedings, International Conference on Soil Mechanics and Foundation Engineering, 1 pp. 103–106
Burland, J.B., (1971), “A Method of Estimating the Pore Pressures and Displacements Beneath Embankments on Soft, Natural Clay Deposits,” Stress-Strain Behavior of Soils, (Edited by R.H.G. Parry), G.T. Foulis & Co., Ltd., Henley-on-Thames, Oxfordshire, United Kingdom, pp. 505–536.
Burmister, D.M., (1942), “Laboratory Investigation of Soils at Flushing Meadow Park,” Transactions, ASCE, 68, pp. 187–200.
Campanella, R.G., and Mitchell, J.K., (1968), “Influence of Temp-erature Variations on Soil Behavior,” Journal of the Soil Mechanics and Foundations Division, ASCE, 94, No. SM3, Proceedings Paper 5958, pp. 709–734.
Cargill, K.W., (1982), “Consolidation of Soft Layers by Finite Strain Analysis,” Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Miscellaneous Paper GL-82–3.
Carillo, N., (1942), “Simple Two- and Three-Dimensional Cases in the Theory of Consolidation of Soils,” Journal of Mathematics and Physics, 21, pp. 1–5.
Carrier, W.D., III, (1982), “Predicting Consolidation of Phospha- tic Clay Waste,” Conference on Consolidation and Dewatering of Fine Particles, University of Alabama, Tuscaloosa, Alabama.
Carrier, W.D. Ill, and Keshian, B. Jr., (1979), “Measurement and Prediction of Consolidation of Dredged Material,” Paper presented at Twelfth Annual Dredging Seminar, Houston, Texas.
Carter, J.P., Booker, J.R., and Small, J.C., (1979), “The Analysis of Finite ElastoPlastic Consolidation,” International Journal for Numerical and Analytical Methods in Geomechanics, 3, pp. 107–129.
Carter, J.P., Randolph, M.F., and Wroth, C.P., (1979) “Stress and Pore Pressure Changes in Clay During and After the Expansion of a Cylindrical Cavity,” International Journal for Numerical and Analytical Methods in Geomechanics, 3 PP 305–322.
Carter, J.P., Small, J.C., and Booker, J.R., (1977), “A Theory of Finite Elastic Consolidation,” International Journal of Solids and Structures, 13, pp. 467–478.
Cascini, L., (1979), “Un’Anslisi Delle Prove di Permeabilita a Carico Idraulico Variable,” Rivista Italiana Di Geotecnica, 1, No. 1, pp. 7–18.
Casteleiro, M., (1975), “Mathematical Model of One-Dimensional Consolidation and Desiccation of Dredged Materials,” Ph.D. Dissertation, Department of Civil Engineering, Northwestern University, Evanston, Illinois.
Casterleiro, M., Krizek, R.J., and Edil, T.B., (1981), Mathematical Model for One-Dimensional Dessication and Consolidation of Sedimented Soils, International Journal for Numerical and Analytical Methods in Geomechanics, 5, pp. 195–215.
Cavounidis, S., and Hoeg, K., (1977), “Consolidation During Con-struction of Earth Dams,” Journal of the Geotechnical Engineering Division, ASCE, 103, No. GT10, Proceedings Paper 13299, pp. 1055–1067.
Chang, Y.C.E., (1981), “Long Term Consolidation Beneath the Test Fills at Vasby, Sweden,” Swedish Geotechnical Institute, Report No. 13.
Chang, C.S., and Duncan, J.M., (1977), “Analysis of Consolidation of Earth and Rockfill Dams,” Department of Civil Engineering, University of California, Berkeley, California, Geotechnical Engineering Report TE 77–3
Chaput, D., and Thomann, G., (1975), “Consolidation d’un Sol avec Drains Verticaux Sous Charge Variable-Solution Analytique- Methodes des Différences Finies,” Laboratoire Central des Pontes et Chaussées, Paris, France, Rapport de Recherche No. 47.
Chen, A. T-F., (1966), “Plane Strain and Axisymmetric Primary Con-solidation of Saturated Clays,” Ph.D. Dissertation, Department of Civil Engineering, Rensselaer Polytechnic Institute, Troy, New York.
Chiarella, C., and Booker, J.R., (1975), “The Time-Settlement Behavior of a Rigid Die Resting on a Deep Clay Layer,” Quarterly Journal of Mechanics and Applied Mathematics, 28, pp. 317–328.
Christensen, R.W., and Wu, T.H., (1964), “Analysis of Clay Deform-ation as a Rate Process,” Journal of the Soil Mechanics and Foundations Division, ASCE, 90, No. SM6, Proceedings Paper 4147, pp. 125–127.
Christian, J.T., (1976), “Consolidation with Internal Pressure Generation,” Journal of the Geotechnical Engineering Division, ASCE, 102, No. GT10, Proceedings Paper 12445, pp. 1111–1115.
Christian, J.T., (1977a), “Consolidation with Triangular Pressure Generation,” Journal of the Geotechnical Engineering Division, ASCE, 103, No. GT2, Proceedings Paper 12712, pp. 133–136.
Christian, J.T., (1977b), “Two- and Three-Dimensional Consolidation,” Numerical Methods in Geotechnical Engineering (Edited by C.S. Desai and J.T. Christian), McGraw-Hill Book Company, New York, New York, pp. 399–426.
Christian, J.T., and Boehmer, J.W., (1970), “Plane Strain Consoli-dation by Finite Elements,” Journal of the Soil Mechanics and Foundations Division, ASCE, 96, No. SM4, Proceedings Paper 7437, pp. 1435–1457.
Christian, J.T., Boehmer, J.W., and Martin, P.P., (1972), “Consol-idation of a Layer Under a Strip Load,” Journal of the Soil Mechanics and Foundations Division, ASCE, 98, No. SM7, Proceedings Paper 9030, pp. 693–707.
Christie, I.F., (1959), “Design and Construction of Vertical Drains toAccelerate the Consolidation of Soils,” Civil Engin-eering (United Kingdom), February, March and April, 1959, pp. 2–12.
Christie, I.F., (1964), “A Re-Appraisal of Merchant’s Contribution to the Theory of Consolidation,” Geotechnique, 14, pp. 309–320.
Christie, I.F., (1965), “Secondary Compression Effects During One- Dimensional Consolidation Tests,” Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, I, pp. 198–202.
Christie, I.F., (1966), “The Solution of Consolidation Problems by General-Purpose Analogue Computer,” Geotechnique, 16, pp. 131–148.
Cleary, M.P., (1977), “Fundamental Solutions for a Fluid-Saturated Porous Solid,” International Journal of Solids and Structures, J3, pp. 785–806.
Corapcioglu, M.Y., and Bear, J., (1982), “Land Subsidence,” Selected Topics in Mechanics of Fluids in Porous Media (Edited by J. Bear and M.Y. Corapcioglu), Martinus Nijhoff, The Netherlands.
Corotis, R.B., Krizek, R.J., and El-Moursi, H.H., (1975), “Probabilistic Approach to Prediction of Consolidation Settlement,” Transportation Research Record, No. 548, pp. 47–61.
Cotte, B., (1981), “Theory of Multi-Dimensional Coupled Consolidation,” M.S. Thesis, Department of Civil Engineering, University of Colorado, Boulder, Colorado.
Covington, B.J., and Ray, J.R., (1965), “A Consolidation Study,” College of Engineering, Louisiana State University and Agricultural and Mechanical College, Baton Rouge, Louisiana, Engineering Research Bulletin, No. 82.
Crawford, C.B., (1959), “The Influence of Rate of Strain on Effective Stresses in Sensitive Clay,” Papers on Soils-1959 Meetings, ASTM Special Technical Publication No. 254, pp. 36–61.
Crawford, C.B., (1964a), “The Resistance of Soil Structure to Consolidation,” Canadian Geotechnical Journal, 2, pp. 90–97.
Crawford, C.B., (1964b), “Interpretation of the Consolidation Test,” Journal of the Soil Mechanics and Foundations Division, ASCE, 90, No. SM5, Proceedings Paper 4056, pp. 87–102.
Croce, P., (1982), “Evaluation of Consolidation Theories by Centrifugal Model Tests,” M.S. Thesis, Department of Civil Engineering, University of Colorado, Boulder, Colorado.
Cryer, C.W., (1963), “A Comparison of the Three-Dimensional Consolidation Theories of Biot and Terzaghi,” Quarterly Journal of Mechanics and Applied Mathematics, 1, pp. 401–412.
Cumming, D.A., (1962), “The Consolidation of a Layer of Saturated Soil Under Moving Loads,” Proceedings, First Conference of the Australian Road Research Board, 1, pp. 730–739.
Dakshanamurthy, B., and Fredlund, D.G., (1981), “A Mathematical Model For Predicting Moisture Flow in an Unsaturated Soil Under Hydraulic and Temperature Gradients,” Water Resources Research, 17, No. 3, pp. 714–722.
Da Silveira, I., (1953), “Consolidation of a Cylindrical Clay Sam-ple with External Radial Flow of Water,” Proceedings, Third International Conference on Soil Mechanics and Foundation Engineering, 1, pp. 55–56.
Davis, E.H., (1971), Non-Linear Consolidation and the Effect of Layer Depth, Proceedings, First Australia — New Zealand Conference on Geomechanics, pp. 105–111
Davis, E.H., and Lee, I.K., (1969), “One-Dimensional Consolidation of Layered Soils,” Proceedings, Seventh International Conference on Soil Mechanics and Foundation Engineering, 2., pp. 65–72.
Davis, E.H., and Poulos, H.G., (1968), “The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions,” Geotechnique, 18 pp. 67–91.
Davis, E.H., and Poulos, H.G., (1972), “Rate of Settlement Under Two-and Three-Dimensional Conditions,” Geotechnique, 22, pp. 95–114.
Davis, E.H., and Raymond, G.P., (1965), “A Non-Linear Theory of Consolidation,” Geotechnique, 15, pp. 161–173.
De Josselin de Jong, G., (1953), “Consolidation Around Pore Pressure Meters,” Journal of Applied Physics, 24, pp. 922–928.
De Josselin de Jong, G., (1957), Application of Stress Functions to Consolidation Problems, Proceedings, Fourth International Conference on Soil Mechanics and Foundation Engineering, 1 pp. 320–323
De Josselin de Jong, G., (1963), “Consolidatie in Drie Dimensies, II. Operatorrekening,” LGM ededelingen, Delft, The Netherlands, 8, No. 2, pp. 25–38.
De Josselin de Jong, G., (1964), Consolidate in Drie Dimensies, III. Bolvormige Symmetrie, LGM Mededelingen, Delft, The Netherlands, 8, No. 3, pp. 53–68.
De Josselin de Jong, G., (1968), “Consolidation Models Consisting of an Assembly of Viscous Elements of a Cavity Channel Network,” Geotechnique, 18, pp. 195–228.
De Josselin de Jong, G. and Verruijt, A., (1965), Primary and Secondary Consolidation of a Spherical Clay Simple, Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, 1, pp. 254–258
De Leeuw, E.H., (1964), “Consolidate in Drie Dimensies, VII. Cilindervormige Symmetrie,” LGM Medelingen, Delft, The Netherlands, 9, No. 2, pp. 17–48.
De Leeuw, E.H., (1965), “The Theory of Three-Dimensional Consoli-dation Applied to Cylindrical Bodies,” Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, J, pp. 287–290.
Deresiewicz, H., (1977), “On the Indentation of a Consolidating Half Space, II. Effect of Poisson’s Ratio,” Israel Journal of Technology, 15, pp. 89–97.
Deresiewicz, H., (1979), “Effects of Restricted Flow at the Sur-face of Saturated Clay,” International Journal of Numerical and Analytical Methods in Geomechanics, 3 PP- 1–H
Derski, W., (1964), “A Method of Solving of the System of Equations of Consolidation Theory,” Bulletin de l’Académie Polonaise des Sciences, Série de Sciences Techniques, 1)2, No. 10, pp. 489–493.
Derski, W., (1965a), “Theorem on Reciprocity of Displacements in the Theory of Consolidation,” Bulletin de l’Académie Polonaise des Sciences, Série de Sciences Techniques, 13, No. 1, pp. 29–36.
Derski, W., (1965b), “Equations of the Consolidation Theory for the Case of a Source of Fluid,” Bulletin de l’Académie Polonaise des Sciences, Série de Sciences Techniques, 13, No. 1, pp. 37–43.
Derski, W., (1967), “Some Contributions to the Theory of Flow of Fluids Through Porous Deformable Media,” Acta Mechanica, 4, No. 1, pp. 13–26.
Derski, W., (1969). “Consolidation Displacements Produced in Elastic Porous Bodies by Fluid Sources,” Revue Roumaine de Mathématiques Pures et Appliquées, 14, No. 2, pp. 175–187.
Derski, W., (1971), “Constitutive Relations in the Consolidation” Theory Archiwum Mechaniki Stosowanej, 23, No. 6, pp. 919–926.
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Schiffman, R.L. (1984). A Bibliography of Consolidation. In: Bear, J., Corapcioglu, M.Y. (eds) Fundamentals of Transport Phenomena in Porous Media. NATO ASI Series, vol 82. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-6175-3_13
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