{"id":"cba08759-c12e-4451-9098-f3bb52a8a97f","title":"金沙江典型滑坡滑带土大型直剪实验数据（2020）","title_en":"Large scale direct shear test data of sliding zone soil of typical landslide in Jinshajiang River (2020)","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：实验数据以Excel格式存储，文件的名称为“典型滑坡滑带土大型直剪实验数据.xlsx”\n数据读取方式：该数据文件可以直接用Excel程序打开","description":"课题获取了青藏高原金沙江流域典型重大滑坡（扎农滑坡、宗绒村滑坡、下归洼滑坡）的滑带土与基岩物理力学指标。滑带土的物理力学指标主要通过大型直剪试验获得。获取的物理力学指标为后续的物理模型试验、揭示内外动力耦合作用机制等提供了科学依据。滑带土抗剪强度实验采用大型直剪仪，考虑不同含水率共计3组。大型直剪试验分别针对3个典型滑坡，制作了不同含水率下的重塑的滑带土试件，得到不同含水率下滑带土抗剪强度-法向压力关系曲线，进而得出不同含水率条件下滑带土的抗剪强度指标。","doi":"10.11888/SolidEar.tpdc.272164","projection":"","language":"zh","share_type":"offline","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":0.012,"share_policy":"c","ts_created":"2022-03-20T15:11:48.299394+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-21T16:30:03.370500+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":"--","spatial_resolution":"--","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[805],"subtopics":{"metadata":"cba08759-c12e-4451-9098-f3bb52a8a97f","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}