{"_buckets": {"deposit": "318772f7-3c18-474b-8e63-4e373985967e"}, "_deposit": {"id": "33594", "owner": "1", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "33594"}, "status": "published"}, "_oai": {"id": "oai:repository.dl.itc.u-tokyo.ac.jp:00033594", "sets": []}, "author_link": ["131259", "131258"], "item_4_alternative_title_1": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "\u5ca9\u77f3\u306e\u7834\u58ca\u5f37\u5ea6\u3068\u5727\u529b\u3068\u306e\u95a2\u4fc2,\u4e26\u3073\u306b\u8106\u6027-\u5ef6\u6027\u9077\u79fb"}]}, "item_4_biblio_info_7": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1966-07-25", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "232", "bibliographicPageStart": "215", "bibliographicVolumeNumber": "44", "bibliographic_titles": [{"bibliographic_title": "\u6771\u4eac\u5927\u5b78\u5730\u9707\u7814\u7a76\u6240\u5f59\u5831 = Bulletin of the Earthquake Research Institute, University of Tokyo"}]}]}, "item_4_description_13": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_4_description_5": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "Different types of relations between compressive strength and confining pressure in dry rocks at room temperature are discussed on the basis of many available strength data, reported by various authors. Pressure dependence of strength is very different for different types of fractures and continuously changes from a brittle stage to a ductile stage. Average strength-pressure curves of each rock type are estimated. A simple rule for transition from brittle fracture to ductile flow is found. The transition rule is different between silicate rocks and carbonate rocks, this being attributed to different transition mechanisms in each case.", "subitem_description_type": "Abstract"}, {"subitem_description": "\u5ca9\u77f3\u306e\u7834\u58ca\u5f37\u5ea6\u3068\u5727\u529b\u306e\u95a2\u4fc2\u306b\u3064\u3044\u3066\u306f,\u5f93\u6765,\u8106\u6027\u7834\u58ca\u306b\u95a2\u3059\u308bCoulomb law,\u5ef6\u6027\u7834\u58ca\u306b\u95a2\u3059\u308bMaximum Shear Stress Criterion\u304c\u9069\u7528\u3055\u308c\u308b\u3068\u8003\u3048\u3089\u308c\u3066\u304d\u305f.\u3057\u304b\u3057,\u672c\u8ad6\u6587\u3067\u591a\u304f\u306e\u5ca9\u77f3\u306e\u5f37\u5ea6-\u5727\u529b\u95a2\u4fc2\u306f\u3053\u306e\u69d8\u306a\u5358\u7d14\u306a\u76f4\u7dda\u95a2\u4fc2\u304b\u3089\u306f\u307b\u3069\u9060\u3044\u3082\u306e\u3067\u3042\u308b\u3053\u3068\u3092\u793a\u3057\u305f.\u5f37\u5ea6-\u5727\u529b\u66f2\u7dda\u306f\u8457\u3057\u304f\u5f4e\u66f2\u3057,\u8106\u6027\u7834\u58ca\u9818\u57df\u304b\u3089\u5ef6\u6027\u7834\u58ca\u9818\u57df\u3078\u5f90\u3005\u306b\u305d\u306e\u50be\u659c\u3092\u6e1b\u3058\u4e4d\u3089\u3046\u3064\u308a\u304b\u308f\u3064\u3066\u3044\u308b.\u3059\u306a\u308f\u3061,\u5ca9\u77f3\u5f37\u5ea6\u306e\u5727\u529b\u4f9d\u5b58\u6027\u306f,\u8106\u6027-\u5ef6\u6027\u9077\u79fb\u904e\u7a0b\u3092\u8003\u616e\u3059\u308b\u3053\u3068\u306b\u3088\u3064\u3066\u306f\u3058\u3081\u3066\u7d71\u4e00\u7684\u306b\u7406\u89e3\u3055\u308c\u308b.\u307e\u305f,\u8106\u6027\u304b\u3089\u5ef6\u6027\u3078\u306e\u9077\u79fb\u6761\u4ef6\u306b\u3064\u3044\u30661\u3064\u306e\u7c21\u5358\u306a\u6cd5\u5247\u304c\u898b\u51fa\u3055\u308c,\u3053\u308c\u306b\u3082\u3068\u3065\u3044\u3066\u9077\u79fb\u306e\u6a5f\u69cb\u3092\u8003\u5bdf\u3057\u305f.", 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