{"_buckets": {"deposit": "67b6f3f8-203d-4a5c-8c65-9e9a9c8f3c81"}, "_deposit": {"id": "7548", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7548"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007548", "sets": ["6"]}, "author_link": ["38605"], "item_7_date_granted_63": {"attribute_name": "学位授与年月日", "attribute_value_mlt": [{"subitem_dategranted": "2012-03-21"}]}, "item_7_degree_grantor_61": {"attribute_name": "学位授与機関", "attribute_value_mlt": [{"subitem_degreegrantor": [{"subitem_degreegrantor_name": "北見工業大学"}]}]}, "item_7_degree_name_60": {"attribute_name": "学位名", "attribute_value_mlt": [{"subitem_degreename": "博士（工学）"}]}, "item_7_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The strength of fresh rocks and altered rocks, including hydrothermally altered or weathered rocks, is generally evaluated based on uniaxial compressive strength(UCS).However, rock corepieces for UCS tests cannot always be obtained from outcrops of faulted or cracked rock masses. Inthese cases, the point load strength(PLS)test is a convenient and effective alternative to the UCS test, because it can be done promptly using on-site testing equipment with various shaped small rock specimens taken from outcrops or floats.Provided that we can calculate a UCS estimate from a PLS value, the PLS test can lead more convenient and cheaper.\nMany researchers have already studied the relationship between the PLS and UCS. However, they could not be said that these studies have clarified the relationship between the PLS and UCS of soft rocks. Recearchers. However, there were very few reports about the relationships of soft rocks.....", "subitem_description_type": "Abstract"}]}, "item_7_dissertation_number_64": {"attribute_name": "学位授与番号", "attribute_value_mlt": [{"subitem_dissertationnumber": "10106甲第116号"}]}, "item_7_identifier_registration": {"attribute_name": "ID登録", "attribute_value_mlt": [{"subitem_identifier_reg_text": "10.19000/00007542", "subitem_identifier_reg_type": "JaLC"}]}, "item_7_select_15": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "ETD"}]}, "item_7_subject_16": {"attribute_name": "日本十進分類法", "attribute_value_mlt": [{"subitem_subject": "511", "subitem_subject_scheme": "NDC"}]}, "item_access_right": {"attribute_name": "アクセス権", "attribute_value_mlt": [{"subitem_access_right": "open access", "subitem_access_right_uri": "http://purl.org/coar/access_right/c_abf2"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "河野, 勝宣", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "38605", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2016-11-22"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "博士学位論文 河野　勝宣.pdf", "filesize": [{"value": "10.8 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 10800000.0, "url": {"label": "博士学位論文 河野　勝宣.pdf", "objectType": "fulltext", "url": "https://kitami-it.repo.nii.ac.jp/record/7548/files/博士学位論文 河野　勝宣.pdf"}, "version_id": "ca47ba0a-ea27-4445-96ce-6853ba4926f4"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "Point load strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Uniaxial compressive strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hydrothermally altered rock", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Soft rock", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "On-site test", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Hydrothermal alteration zone landslide", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "slope evaluation", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Landslide hazard map", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "doctoral thesis", "resourceuri": "http://purl.org/coar/resource_type/c_db06"}]}, "item_title": "熱水変質岩の点載荷強さ試験に基づく一軸圧縮強さの推定", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "熱水変質岩の点載荷強さ試験に基づく一軸圧縮強さの推定", "subitem_title_language": "ja"}]}, "item_type_id": "7", "owner": "1", "path": ["6"], "permalink_uri": "https://doi.org/10.19000/00007542", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2013-03-19"}, "publish_date": "2013-03-19", "publish_status": "0", "recid": "7548", "relation": {}, "relation_version_is_last": true, "title": ["熱水変質岩の点載荷強さ試験に基づく一軸圧縮強さの推定"], "weko_shared_id": -1}