Optimum Preload Rates for Compressible Normally Consolidated Soils

Soils and Foundations - Tập 9 - Trang 58-81 - 1969
Raymond J. Krizek1, Clarence H.C. James2, Jorj O. Osterberg1
1Northwestern University, Evanston, Illinois, U.S.A.
2Howard University, Washe., D.C., U.S.A.

Tài liệu tham khảo

Aldrich, 1964, Precompression for support of shallow foundations, 471 Biot, 1941, General theory of consolidation, Journal of Applied Physics, 12, 155, 10.1063/1.1712886 Bishop, 1960, The relevance of the triaxial test to the solution of stability problems, 437 Bjerrum, 1954 Bjerrum, 1967, Seventh Rankine lecture: Engineering geology of normally consolidated marine clays as related to the settlements of buildings, Geotechnique, 17, 83, 10.1680/geot.1967.17.2.83 Brown, 1964, Failure of an oil storage tank founded on a sensitive marine clay, Canadian Geotecnical Journal, 1, 205, 10.1139/t64-016 Carlson, 1948, Determination in-situ of the shear strength of undisturbed clay by means of a rotating auger, 265 Davis, 1968, Three-dimensional rates of consolidation Gibson, 1953, Numerical solution of some problems in the consolidation of clay, Geotechnique, 2, 182 Henkel, 1960, The shear strength of saturated remolded clays, 533 Henkel, 1966, Plane strain tests on a saturated remolded clay, Journal of the Soil Mechanics and Foundations Division, ASCE, 92, 67, 10.1061/JSFEAQ.0000926 James, 1968 James, 1968 Jonas, 1964, 447 Lambe, 1951 Leonards, 1959, Time effects in the consolidation of clays, ASTM, STP, 254, 116 Lowe, 1964, 73 Moran, 1958 Osterberg, 1965 Schmidt, 1968, Consolidation properties of an organic clay determined from field observations Simons, 1960, 727 Skempton, 1948, A study of the immediate triaxial test on cohesive soils, 1, 192 Skempton, 1948, The effective stresses in saturated clays strained at constant volume, 1, 378 Skempton, 1948, The geotechnical properties of a deep stratum of post glacial clay at Gosport, 1, 145 Skempton, 1954, The pore-pressure coefficients A and B, Geotechnique, 4, 143, 10.1680/geot.1954.4.4.143 Sowers, 1964, Fill settlement in spite of vertical sand drains, 363 U. S. Army Engineers, Waterways Experiment Station, 1944 Wu, 1960, Geotechnical properties of glacial lake clays, Transactions of the American Society of Civil Engineers, 125, 994, 10.1061/TACEAT.0007925