{"_buckets": {"deposit": "eba076a9-f441-4015-9d79-e4a0b0a9b71a"}, "_deposit": {"id": "5746", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5746"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005746", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-10", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "5", "bibliographicPageEnd": "173", "bibliographicPageStart": "161", "bibliographicVolumeNumber": "43", "bibliographic_titles": [{"bibliographic_title": "地盤工学会論文報告集", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Soils and Foundations", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "Sixteen different soils were tested in an NGI type simple shear device to examine the effect of strain rate on cyclic secant shear modulus, Gs, at very small to small cyclic shear strain amplitudes, γc = 0.0003-0.01%. The effect of strain rate on Gs was characterized by strain-rate shear modulus parameter, αG, and strain-rate shear modulus factor, N_\u0026lt;γ-G\u0026gt;. Parameter αG describes the slope of Gs-log \u0026lt;strain rate\u0026gt; data for a given γc, while N_\u0026lt;γ-G\u0026gt; is αG normalized by reference Gs. For the clayey soils and their conditions tested αG = 2.6-6.0% were obtained. For the sandy soils αG =...", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Sixteen different soils were tested in an NGI type simple shear device to examine the effect of strain rate on cyclic secant shear modulus, Gs, at very small to small cyclic shear strain amplitudes, γc = 0.0003-0.01%. The effect of strain rate on Gs was characterized by strain-rate shear modulus parameter, αG, and strain-rate shear modulus factor, N_\u0026lt;γ-G\u0026gt;. Parameter αG describes the slope of Gs-log \u0026lt;strain rate\u0026gt; data for a given γc, while N_\u0026lt;γ-G\u0026gt; is αG normalized by reference Gs. For the clayey soils and their conditions tested αG = 2.6-6.0% were obtained. For the sandy soils αG =...", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "The Japanese Geotechnical Society", "subitem_publisher_language": "ja"}, {"subitem_publisher": "The Japanese Geotechnical Society", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.3208/sandf.43.5_161"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1341-7452", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Vucetic Mladen", "creatorNameLang": "ja"}, {"creatorName": "Mladen Vucetic", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "田端 憲太郎", "creatorNameLang": "ja"}, {"creatorName": "Kentaro Tabata", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus", "subitem_title_language": "ja"}, {"subitem_title": "Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5746", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5746", "relation": {}, "relation_version_is_last": true, "title": ["Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus"], "weko_shared_id": -1}