{"id":"979f6683-6643-4cc4-bdbe-fad1e3961640","title":"新型抗滑桩桩顶位移（2022）","title_en":"Displacement of pile top of new anti slide pile (2022)","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":"文件命名方式为数据主体+数据内容，使用方法为基于数据插入图表即可。","description":"1）新型抗滑桩桩顶位移数据内容包括四组抗滑桩（钢筋抗滑桩、预应力度分别为0.3、0.6和0.9的部分预应力钢绞线抗滑桩）在模型试验中的后缘推力荷载作用下的桩顶位移；2）数据的来源：以白果树沟村庙垭移民安置点滑坡为参考地质原型，采用1:10的几何相似比重建简化的滑坡-抗滑桩体系物理模型，并进行桩土相互作用的模型试验从而获得的数据；３）数据可以为新型预应力钢绞线抗滑桩的现场应用提供相应的理论研究基础。","doi":"10.11888/Terre.tpdc.272025","projection":"","language":"zh","share_type":"online","east":115.05,"west":113.41,"south":31.22,"north":29.58,"scale":null,"crs":null,"filesize":0.0156,"share_policy":"a","ts_created":"2022-02-20T17:28:09.083669+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-02-21T15:33:47.087665+08:00","time_description":"","datas_group":2,"time_description_en":"","data_format":null,"project":[11],"specials":[],"cite":null,"review_status":5,"review_invite":[],"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":"1 year < x < 10 year","spatial_resolution":"1m - 10m","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[],"subtopics":{"metadata":"979f6683-6643-4cc4-bdbe-fad1e3961640","three_pole":null,"third_pole":null},"username":"姜清辉","review_time":null,"protected_duration":0,"protected_describe":"２年保护期，同时，数据共享方式为C类：申请获取","is_important":false,"hit_count":24}