| rdf:type | <https://jpsearch.go.jp/term/type/博士論文> |
| rdfs:label | "Geotechnical Study of the Compressibility of Clays" |
| schema:name 2 | "Geotechnical Study of the Compressibility of Clays" @en |
| schema:name | "粘土の圧縮性に関する土質工学的研究" @ja |
| ns0:accessInfo | #accessinfo |
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| ns0:agential | _:vb66434104 (an orphan bnode) |
| ns0:agential | _:vb66434105 (an orphan bnode) |
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| ns0:temporal | _:vb66434107 (an orphan bnode) |
| schema:creator 2 | <https://jpsearch.go.jp/entity/ncname/朴鍾華> (➜ "朴 鍾華") |
| schema:creator | <https://jpsearch.go.jp/entity/ncname/Jong_Hwa_Park> (➜ "Jong Hwa Park") |
| schema:datePublished | "2001" |
| schema:description 3 | "分類: ndlc:UT51" |
| schema:description | "備考: 博士論文;博士論文 (NDLデジタルコレクション)" |
| schema:description | "資料種別: 博士論文" |
| schema:encodingFormat | <https://ld.webcatplus.jp/ext/code/dcndl#博士論文> |
| schema:inLanguage | <http://id.loc.gov/vocabulary/iso639-2/eng> (➜ "英語") |
| schema:publisher | <https://ld.webcatplus.jp/entity/P424650> |
| schema:temporal | <https://jpsearch.go.jp/entity/time/2001> (➜ "2001年") |
| schema:tocEntry | "CONTENTS / p3 (0007.jp2);ABSTRACT / p1 (0003.jp2);CONTENTS / p3 (0007.jp2);LIST OF FIGURES / p6 (0010.jp2);LIST OF TABLES / p10 (0014.jp2);CHAPTER1 INTRODUCTION / p1 (0015.jp2);1.1 RESEARCH BACKGROUND AND OBJECTIVES / p1 (0015.jp2);1.2 COMPRESSIBILITY OF SOIL / p3 (0017.jp2);1.3 THESIS OUTLINE / p4 (0018.jp2);CHAPTER2 PREVIOUS RESEARCH / p6 (0020.jp2);2.1 INTRODUCTION / p6 (0020.jp2);2.2 REPRESENTATIVE COMPRESSION INDEX EQUATIONS / p10 (0024.jp2);2.3 COMPRESSION INDEX EQUATIONS FOR REMOLDED AND UNDISTURBED CLAYS / p12 (0026.jp2);CHAPTER3 DRYING SHRINKAGE CHARACTERISTICS OF SATURATED CALYS / p31 (0045.jp2);3.1 INTRODUCTION / p31 (0045.jp2);3.2 CONSISTENCY LIMITS TEST AND RESULTS / p33 (0047.jp2);3.3 RESULTS AND DISCUSSION / p40 (0054.jp2);3.4 CONCLUSIONS / p76 (0090.jp2);CHAPTER4 COMPRESSIBILITY CHARACTERISTICS OF REMOLDED CLAYS / p77 (0090.jp2);4.1 INTRODUCTION / p77 (0091.jp2);4.2 SAMPLES / p80 (0094.jp2);4.3 CONSOLIDATION TEST / p80 (0094.jp2);4.4 INITIAL POROSITY,n₀ / p85 (0099.jp2);4.5 RELATIONSHIP BETWEEN C'cANDn₀ / p85 (0099.jp2);4.6 COEFFICIENT OF VOLUME COMPRESSIBILITY OF REMOLDED CLAY,m'ν / p89 (0103.jp2);4.7 RELATIONSHIP BETWEEN m'νANDn₀ / p92 (0106.jp2);4.8 CONCLUSIONS / p95 (0109.jp2);CHAPTER5 COMPRESSIBILITY CHARACTERISTICS OF UNDISTURBED CLAYS / p96 (0110.jp2);5.1 INTRODUCTION / p96 (0110.jp2);5.2 COEFFICIENTS WHICH EXPRESS COMPRESSIBILITY / p97 (0111.jp2);5.3 RELATIONSHIP BETWEEN Cc AND n₀ / p97 (0111.jp2);5.4 RELATIONSHIP BETWEEN mν AND n₀ / p100 (0114.jp2);5.5 CONCLUSIONS / p126 (0140.jp2);CHAPTER6 PROPOSAL OF THE SIMPLIFIED ULTIMATE SETTLEMENT EQUATION OF SOFT CLAY GROUND / p127 (0141.jp2);6.1 INTRODUCTION / p127 (0141.jp2);6.2 COMPRESSION INDEX EQUATION FOR UNDISTURBED ARIAKE CLAY / p128 (0142.jp2);6.3 THE ULTIMATE SETTLEMENT ESTIMATE EQUATION FOR NORMALLY CONSOLIDATION CLAY LAYERS AND ITS APPLICABILITY TO ACTUAL DATA / p131 (0145.jp2);6.4 CONCLUSIONS / p136 (0150.jp2);CHAPTER7 SUMMARY AND CONCLUSIONS / p137 (0151.jp2);REFERENCES / p141 (0155.jp2);NOTATION / p147 (0161.jp2);ACKNOWLEDGMENTS / p150 (0164.jp2);PUBLICATIONS / p152 (0166.jp2)...(more)" |