{"id":"9a6545c8-0805-454b-9939-0d7315209acc","title":"白格滑坡深部位移监测数据-渗压监测数据（2019-2021）","title_en":"Deep displacement monitoring data of Baige landslide-seepage pressure monitoring data (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":"文件命名：渗压监测数据以文本格式存储，文件的名称为“seepage pressure.xls”。\n数据读取方式：该数据集中的所有ASCII码文件可以直接用excel软件打开，除了头文件，主体内容为4只渗压计的监测数据。","description":"本数据是金沙江白格滑坡裂缝区渗压监测数据，主要目的是确定地下水对白格滑坡的影响。结合现场地质条件，布置了4只渗压计。采用现场人工监测方法，用excel软件进行数据处理。结合降雨量的监测数据分析，地下水位变化过程与降雨量关系不大。四只渗压计的测值在±5kPa（0.5m水头）以内，至2020年，四个钻孔的渗压基本消失。即滑坡与渗压关系不大。通过对该数据的分析排除了地下水对白格滑坡失稳的直接影响，为白格滑坡稳定性评价和滑坡治理提供技术支持。","doi":"10.11888/Terre.tpdc.272207","projection":"","language":"zh","share_type":"online","east":98.7193611111,"west":98.6946972222,"south":31.0766916667,"north":31.0867833333,"scale":null,"crs":null,"filesize":0.044921875,"share_policy":"a","ts_created":"2022-03-24T12:03:26.498886+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-25T11:19:10.688735+08:00","time_description":"","datas_group":3,"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":"1km - 10km","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[],"subtopics":{"metadata":"9a6545c8-0805-454b-9939-0d7315209acc","three_pole":null,"third_pole":null},"username":"刘加龙","review_time":null,"protected_duration":null,"protected_describe":null,"is_important":false,"hit_count":52}