{"id":"70fc734c-b830-446a-ad39-46e5f2454bfc","title":"反倾岩质斜坡振动台模型试验数据-位移","title_en":"Shaking table model test data for counter-bedding rock slope - displacement","serial":"","user_limit":"为尊重知识产权、保障数据作者的权益、扩展数据中心的服务、评估数据的应用潜力，请数据使用者在使用数据所产生的研究成果中（包括公开发表的论文、论著、数据产品和未公开发表的研究报告、数据产品等成果），明确注明数据来源和数据作者。对于转载（二次或多次发布）的数据，作者还须注明原始数据来源。","instructions":"文件命名：位移以表格格式储存，文件的名称为”disp.xlsx”。数据读取方式：该数据可用表格工具（如excel）直接打开，第一列为测量时间，第二列为初始值，第三列为测得位移的编号，第四列为监测值。","description":"位移是反映斜坡动力学特征的一个重要参数。在反倾岩质模型斜坡的坡脚、坡中、坡肩和坡顶各布置1个位移测点，每隔1分钟采集1次位移数据，对采集到的数据进行修正，删除各个测点末尾异常数据，得到反倾岩质模型斜坡振动台模型试验位移数据集；模型斜坡在同一工况下的位移数据集可以反映斜坡在此种地震作用下坡脚、坡中、坡肩和坡顶的位移关系，模型斜坡在不同工况下的位移数据集可以反映随着地震作用的累积，反倾岩质斜坡的破坏机制。","doi":"10.11888/Terre.tpdc.272171","projection":null,"language":"zh","share_type":"offline","east":101.03,"west":89.73,"south":25.38,"north":35.9,"scale":null,"crs":null,"filesize":0.244,"share_policy":"c","ts_created":"2022-03-22T20:36:25.804314+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-22T21:04:51.412042+08:00","time_description":"","datas_group":0,"time_description_en":"","data_format":null,"project":[11],"specials":[],"cite":null,"review_status":5,"review_invite":[{"user_name":"胡桂胜","username":"2018YFC1505202","email":"huguisheng@imde.ac.cn","is_cancel_expert":false}],"review_editor":{"id":42421,"last_login":"2022-04-08T15:16:51.670544+08:00","username":"任慧霞","email":"510727846@qq.com","is_active":true,"is_staff":true,"user_name":"任慧霞"},"data_sources":null,"temporal_resolution":"10 year < x < 100 year","spatial_resolution":"10m - 100m","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[789,805],"subtopics":{"metadata":"70fc734c-b830-446a-ad39-46e5f2454bfc","three_pole":null,"third_pole":null},"username":"戴福初","review_time":null,"protected_duration":null,"protected_describe":null,"is_important":false,"hit_count":59}