Experimental study on the estimation of discontinuity characteristics and mechanical properties of jointed rock masses 不連続性岩盤における不連続面の物性・力学特性の評価に関する実験的研究
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Bibliographic Information
- Title
-
Experimental study on the estimation of discontinuity characteristics and mechanical properties of jointed rock masses
- Other Title
-
不連続性岩盤における不連続面の物性・力学特性の評価に関する実験的研究
- Author
-
岸田, 潔
- Author(Another name)
-
キシダ, キヨシ
- University
-
京都大学
- Types of degree
-
博士 (工学)
- Grant ID
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乙第10306号
- Degree year
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2000-01-24
Note and Description
博士論文
Table of Contents
- 論文目録 / (0001.jp2)
- Contents / p3 (0010.jp2)
- Chapter 1 Introduction / p1 (0015.jp2)
- 1.1 Background / p1 (0015.jp2)
- 1.2 Review of background literature / p2 (0016.jp2)
- 1.3 Content of this thesis / p6 (0018.jp2)
- REFERENCES / p8 (0019.jp2)
- Chapter 2 Joint Survey and Joint Analysis / p13 (0021.jp2)
- 2.1 Introduction / p13 (0021.jp2)
- 2.2 Geology of the objective area / p13 (0021.jp2)
- 2.3 Borehole scanner system(BSS) / p15 (0022.jp2)
- 2.4 Measurement of the discontinuity characteristics / p19 (0024.jp2)
- 2.5 Comparison of the BSS analysis with the observation of core samples / p24 (0027.jp2)
- 2.6 Bias errors in the joint survey / p27 (0028.jp2)
- 2.7 Identifying joint sets / p29 (0029.jp2)
- 2.8 Suggestion of the relative importance(R.I.)of discontinuity sets / p35 (0032.jp2)
- 2.9 Discontinuity modeling / p37 (0033.jp2)
- 2.10 Joint frequency map through the borehole survey / p43 (0036.jp2)
- 2.11 Conclusion / p51 (0040.jp2)
- REFERENCES / p52 (0041.jp2)
- Chapter 3 Quantitative Determination of Rock Joint Surface Roughness / p55 (0042.jp2)
- 3.1 Introduction / p55 (0042.jp2)
- 3.2 Quantitative determination of two-dimensional joint surface roughness / p57 (0043.jp2)
- 3.3 Measurement and estimation of natural rock joint surface roughness and its estimation / p72 (0051.jp2)
- 3.4 Conclusion / p76 (0053.jp2)
- REFERENCES / p78 (0054.jp2)
- Chapter 4 Experimental Study on the Shear Behavior of Rock Joints through Direct Shear Tests / p81 (0055.jp2)
- 4.1 Introduction / p81 (0055.jp2)
- 4.2 Direct shear tests in the laboratory / p82 (0056.jp2)
- 4.3 Results of direct shear tests on rock joints / p88 (0059.jp2)
- 4.4 Discussion / p98 (0064.jp2)
- 4.5 Conclusion / p106 (0068.jp2)
- REFERENCES / p107 (0068.jp2)
- Chapter 5 Laboratory Experiments on the Propagating Behavior of Seismic Waves through Several Kinds of Rock Joints under Uniaxial Conditions / p109 (0069.jp2)
- 5.1 Introduction / p109 (0069.jp2)
- 5.2 Preparation for the laboratory experiments / p110 (0070.jp2)
- 5.3 Propagating behavior of a seismic wave in a cylindrical specimen / p113 (0071.jp2)
- 5.4 Experimental results for the propagating seismic wave through rock joints / p125 (0077.jp2)
- 5.5 Conclusion / p130 (0080.jp2)
- REFERENCES / p131 (0080.jp2)
- Chapter 6 Development of the Seismic Geotomographic Technique and its Application to Jointed Rock Masses / p133 (0081.jp2)
- 6.1 Introduction / p133 (0081.jp2)
- 6.2 Algorithm of seismic geotomography / p134 (0082.jp2)
- 6.3 Numerical simulations for the seismic velocity geotomographic technique(SVT) / p143 (0086.jp2)
- 6.4 Application of the geotomographic technique in the field / p160 (0095.jp2)
- 6.5 Conclusion / p168 (0099.jp2)
- REFERENCES / p169 (0099.jp2)
- Chapter 7 The Property of Deformation of Jointed Rock Masses and the Determination of Joint Stiffness through Borehole Loading Tests / p171 (0100.jp2)
- 7.1 Introduction / p171 (0100.jp2)
- 7.2 Goodman-type borehole jack tests / p172 (0101.jp2)
- 7.3 Discussion on the results of the borehole loading tests / p177 (0103.jp2)
- 7.4 Determination of joint stiffness through the borehole loading tests / p185 (0107.jp2)
- 7.5 Conclusion / p194 (0112.jp2)
- REFERENCES / p195 (0112.jp2)
- Chapter 8 Conclusion / p197 (0113.jp2)
- REFERENCES / p203 (0116.jp2)
