<http://schema.org/description>
"\u8AD6\u6587\u76EE\u9332 /  (0001.jp2)\nTABLE OF CONTENTS / p1 (0005.jp2)\nSUMMARY / S-1 /  (0009.jp2)\nACKNOWLEDGEMENTS / A-1 /  (0010.jp2)\nPART 1 / p1 (0011.jp2)\nTHEORETICAL STRUCTURES OF ELASTO-VISCOPLASTIC CONSTITUTIVE EQUATIONS FOR CLAY / p1 (0011.jp2)\nCHAPTER1 Introduction / p1 (0011.jp2)\n1-1.General Description / p1 (0011.jp2)\n1-2.Previous Studies on Constitutive Models for Clay / p3 (0012.jp2)\n1-3.Scope of the Study / p5 (0013.jp2)\nReferences / p7 (0014.jp2)\nCHAPTER2 Effects of Strain Rate on Undrained Stress-strain Behavior of a Normally Consolidated Clay / p10 (0016.jp2)\n2-1.Introduction / p10 (0016.jp2)\n2-2.Models and Parameters / p11 (0016.jp2)\n2-3.Undrained Triaxial Compression Tests under the Condition of Constant Rate of Strain / p16 (0019.jp2)\n2-4.Evaluation of Performances by the Constitutive Model / p20 (0021.jp2)\n2-5.Conclusions / p28 (0025.jp2)\nReferences / p29 (0025.jp2)\nCHAPTER3 Performance of Undrained Creep Rupture in Triaxial Compression / p31 (0026.jp2)\n3-1.Introduction / p31 (0026.jp2)\n3-2.Theoretical Structure of the Elasto-Viscoplastic Model / p32 (0027.jp2)\n3-3.Description of Creep Rupture by the Modified Model / p37 (0029.jp2)\n3-4.Introduction of Non-stationary Flow Surface Model / p45 (0033.jp2)\n3-5.Conclusions / p54 (0038.jp2)\nReferences / p56 (0039.jp2)\nCHAPTER4 Bearing Capacity and Plastic Flow of a Rate-Sensitive Clay under Strip Loading / p59 (0040.jp2)\n4-1.Introduction / p59 (0040.jp2)\n4-2.A Plane-train Viscoplastic Constitutive Model / p60 (0041.jp2)\n4-3.Coupled Stress-Flow Analysis in Terms of Finite Elements / p66 (0044.jp2)\n4-4.Conclusions / p74 (0048.jp2)\nReferences / p76 (0049.jp2)\nCHAPTER5 Conclusions / p77 (0049.jp2)\nPART 2 / p79 (0050.jp2)\nNUMERICAL INVESTIGATION ON STRESS-DEFORMATION CHARACTERISTICS OF SOFT CLAY FOUNDATION / p79 (0050.jp2)\nCHAPTER6 Introduction / p79 (0050.jp2)\n6-1.General Remarks / p79 (0050.jp2)\n6-2.Scope of the Study / p80 (0051.jp2)\nCHAPTER7 Effects of Partial Drainage on the Lateral Deformation of Clay Foundations / p82 (0052.jp2)\n7-1.Introduction / p82 (0052.jp2)\n7-2.Elasto-Viscopastic Finite Element Analysis / p83 (0052.jp2)\n7-3.Framework for Assessing Lateral Soil Movements / p84 (0053.jp2)\n7-4.Performances of Lateral Deformation in Natural Soil Deposits / p91 (0056.jp2)\n7-5.Conclusions / p101 (0061.jp2)\nReferences / p103 (0062.jp2)\nCHAPTER8 Deformation Analysis of a Reclaimed Marine Foundation Subjected to Land Construction / p105 (0063.jp2)\n8-1.Introduction / p105 (0063.jp2)\n8-2.Elasto-Viscoplastic Finite Element Analysis / p107 (0064.jp2)\n8-3.Calculated Performance of the Reclaimed Marine Foundation / p116 (0069.jp2)\n8-4.Comparison of measured Results and Calculated Performance / p126 (0074.jp2)\n8-5.Conclusions / p131 (0076.jp2)\nReferences / p133 (0077.jp2)\nCHAPTER9 Numerical Investigation on the Deformation of the Marine Foundation Subjected to Caisson-Composite Breakwater Construction / p135 (0078.jp2)\n9-1.Introduction / p135 (0078.jp2)\n9-2.General Remarks on the South Breakwater of the New Nagasaki Fishing Port / p136 (0079.jp2)\n9-3.Elasto-Viscoplastic Finite Element Analysis / p140 (0081.jp2)\n9-4.Calculated Performance of the Breakwater Foundation / p147 (0084.jp2)\n9-5.Comparison of the Calculated and Monitored Performance / p158 (0090.jp2)\n9-6.Conclusions / p166 (0094.jp2)\nReferences / p168 (0095.jp2)\nCHAPTER10 Conclusions / p170 (0096.jp2)\n\u535A\u58EB\u8AD6\u6587\n"^^<http://www.w3.org/2001/XMLSchema#string>
<http://ci.nii.ac.jp/naid/500000080871>