{"id":"e39b776a-85bc-4b37-8146-4af0ab10ae98","title":"中国强震区泥石流淤埋沉积物固结特性与承载力试验数据（2019-2021）","title_en":"Test data on consolidation characteristics and bearing capacity of debris flow buried sediments in earthquake areas of China (2019-2021)","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":"数据文件（excel）：2019震后泥石流淤埋沉积物固结特性与承载力试验数据 .xlsx","description":"基于大量的实地考察及室内试验，根据现场不同泥石流堆积体的物理参数，确定了不同泥石流堆积体的泥石流浆体黏度范围、泥石流固相颗粒级配与固相比。通过试验试做，确定了不同黏度范围浆体的水土比例，根据水土比例，配置不同黏度的泥石流浆体。通过筛分试验，确定了泥石流固相颗粒级配。考虑泥石流浆体黏度、固相比、颗粒级配三因素不同组合，人工配置不同状态泥石流淤积体，进行泥石流淤积体的承载力试验，研究不同黏度、不同固相比、不同颗粒级配泥石流淤积体的固结特性及承载能力的时空变化特性。","doi":"10.11888/SolidEar.tpdc.272197","projection":"","language":"zh","share_type":"protected","east":103.73,"west":102.85,"south":30.75,"north":31.71,"scale":null,"crs":null,"filesize":0.52,"share_policy":"c","ts_created":"2022-03-23T21:53:14.116140+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-25T14:38:44.018041+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":"刘晶晶","username":"刘晶晶","email":"liujingjing@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":"1 year < x < 10 year","spatial_resolution":"100m - 1km","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[825],"subtopics":{"metadata":"e39b776a-85bc-4b37-8146-4af0ab10ae98","three_pole":null,"third_pole":null},"username":"苏娜","review_time":null,"protected_duration":24,"protected_describe":"相关数据未发表","is_important":false,"hit_count":112}