{"id":"4f5ac79d-ba9e-4aca-bec3-0363cfdf895e","title":"青藏高原重大工程区地应力分布规律","title_en":"Distribution law of in-situ stress in major engineering areas of Qinghai Tibet Plateau","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：青藏高原地应力数据以矢量文件格式存储，文件名称为“青藏高原重大工程区地应力分布.shp”。\n数据读取方式：该数据集中的所有的shp文件均可以用ArcGIS软件打开，图层包含地点、经度、纬度等属性信息。","description":"地应力是指存在于地壳中的应力，即由于岩石形变而引起的介质内部单位面积上的作用力。本专题通过青藏高原重大工程区的文献搜集与钻孔测试得到重大工程区地应力数据。原始数据资料精度可靠，并有专人负责质量审查；经多人复查审核，其数据完整性、位置精度、属性精度均符合有关技术规定和标准的要求，质量优良可靠。该数据能够为研究青藏高原重大工程扰动灾害、重大自然灾害的发育规律以及其他与地应力相关研究工作提供基础数据支撑。","doi":"10.11888/SolidEar.tpdc.272208","projection":"GCS_China_Geodetic_Coordinate_System_2000","language":"zh","share_type":"protected","east":105.7,"west":98.33,"south":22.58,"north":33.27,"scale":null,"crs":null,"filesize":2.25,"share_policy":"c","ts_created":"2021-12-27T16:35:35.730323+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-02-23T22:23:51.792843+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":"魏伟","username":"wei_iggcas","email":"weiwei@mail.iggcas.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":"Yearly","spatial_resolution":"100km - 1000km","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[21],"subtopics":{"metadata":"4f5ac79d-ba9e-4aca-bec3-0363cfdf895e","three_pole":null,"third_pole":null},"username":"邹宇","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":53}