{
    "created": "2016-10-17 06:45:01",
    "updated": "2026-05-27 00:08:36",
    "id": "bc3034d1-833f-43aa-a04b-c34a2d71c97e",
    "version": 3,
    "ds_topic": null,
    "title_cn": "2001—2005年长江三峡库区“五万方”“七千方”防治效果监测",
    "title_en": "Monitoring the effectiveness of “50,000 square meters” and “7,000 square meters” prevention and control in the Three Gorges Reservoir area of the Yangtze River, 2001-2005",
    "ds_abstract": "<p>&emsp;&emsp;长江三峡危岩体防治两大主体工程——“五万方”“七千方”锚索工程和T8—T12缝段承重阻滑键工程于1995年5月开工，分别于1997年8月、1999年8月竣工。崩滑地质灾害防治工程是风险很大的工程，工程施工对危岩体，特别是对其中局部敏感部位的影响是难以完全避免的，受扰动的危岩体适应应力调整产生相应的变形是一种正常现象，但扰动过大，可能会导致危岩体失控，产生严重的不良后果。\n<p>&emsp;&emsp;在防治工程施工过程中，同步监测危岩体的变形动态，分析判断危岩体的稳定性及其变形趋势，做出超前预报；及时捕捉重大变形信息和突发险情的征兆，供业主和施工单位决策相应防范应急措施。\n<p>&emsp;&emsp;本数据集包括了工程防治效果监测数据集。数据格式为csv格式，观测周期为每月观测一次。数据字段包括：STARTDATE（采集开始时间），ENDDATE（采集结束时间），quduan（区段），pointname（点名），X（X方向水平位移变量，单位：毫米），y（y方向水平位移变量，单位：毫米），f（水平位移变量，单位：毫米），direction（变形方向，单位：度），yblx（x方向水平位移月变量，单位：毫米），ybly（y方向水平位移月变量，单位：毫米），yblf（水平位移月变量，单位：毫米），direction1（变形方向月变量，单位：度），location（监测点部位）。</p>",
    "ds_source": "<p>&emsp;&emsp;自主生产，人工采集。</p>",
    "ds_process_way": "<p>&emsp;&emsp;计算、汇总、统计。",
    "ds_quality": "<p>&emsp;&emsp;本数据在获取处理各阶段均有专业人员负责，数据质量良好。</p>",
    "ds_acq_start_time": "2001-02-21 00:00:00",
    "ds_acq_end_time": "2005-11-23 00:00:00",
    "ds_acq_place": "长江三峡库区",
    "ds_acq_lon_east": 110.29944444444445,
    "ds_acq_lat_south": 31.179166666666667,
    "ds_acq_lon_west": 111.0,
    "ds_acq_lat_north": 30.629166666666666,
    "ds_acq_alt_low": null,
    "ds_acq_alt_high": null,
    "ds_share_type": "login-access",
    "ds_total_size": 221256,
    "ds_files_count": 7,
    "ds_format": " csv",
    "ds_space_res": null,
    "ds_time_res": "月",
    "ds_coordinate": "西安80",
    "ds_projection": "",
    "ds_thumbnail": "bc3034d1-833f-43aa-a04b-c34a2d71c97e.png",
    "ds_thumb_from": 2,
    "ds_ref_way": "",
    "paper_ref_way": "",
    "ds_ref_instruction": "在使用数据时，请注明“2001—2005年长江三峡库区“五万方”“七千方”防治效果监测数据来自湖北长江三峡滑坡国家野外科学观测研究站”。",
    "ds_from_station": "长江三峡滑坡观测站",
    "organization_id": "3ce0d2b3-0d7d-48bb-b08e-5784b4107e1f",
    "ds_serv_man": "易武",
    "ds_serv_phone": "13972006951",
    "ds_serv_mail": "yiwu@ctgu.edu.cn",
    "doi_value": "",
    "subject_codes": [
        "410.30"
    ],
    "quality_level": 3,
    "publish_time": "2020-12-17 10:47:22",
    "last_updated": "2025-06-30 11:41:54",
    "protected": false,
    "protected_to": null,
    "lang": "zh",
    "cstr": "11738.11.ncdc.Sanxia.2020.67",
    "i18n": {
        "en": {
            "title": "Monitoring the effectiveness of “50,000 square meters” and “7,000 square meters” prevention and control in the Three Gorges Reservoir area of the Yangtze River, 2001-2005",
            "ds_format": " csv",
            "ds_source": "<p>&emsp; In-house production and manual collection. </p>",
            "ds_quality": "<p>&emsp; This data is of good quality with specialized staff at all stages of acquisition and processing. </p>",
            "ds_ref_way": "",
            "ds_abstract": "<p>  The two main projects of the Three Gorges of the Yangtze River for the prevention and control of dangerous rock bodies - “50,000 square meters”, “7,000 square meters” anchor cable project and T8-T12 seam section load-bearing anti-slip key project was started in May 1995 and completed in August 1997 and August 1999 respectively. T12 seam section load-bearing slip resistance key project started in May 1995, respectively in August 1997, August 1999 completion. Avalanche slip geological disaster prevention and control project is a risky project, engineering construction on the dangerous rock body, especially on the local sensitive parts of the impact is difficult to avoid, the disturbance of the dangerous rock body to adapt to the stress adjustment to produce the corresponding deformation is a normal phenomenon, but the disturbance is too large, may lead to the dangerous rock body out of control, resulting in serious adverse consequences.\n<p>  In the prevention and control of the construction process, synchronized monitoring of the deformation of the critical rock body dynamics, analysis and judgment of the stability of the critical rock body and its deformation trend, to make ahead of the forecast; timely capture of major deformation information and signs of sudden danger, for owners and construction units to make decisions on the corresponding preventive and emergency measures.\n<p>  This dataset includes the monitoring dataset of engineering prevention and control effect. The data format is csv format, and the observation cycle is once a month. Data fields include: STARTDATE (collection start time), ENDDATE (collection end time), quduan (zone), pointname (point name), x (x-direction horizontal displacement variable, unit: millimeter), y (y-direction horizontal displacement variable, unit: millimeter), f (horizontal displacement variable, unit: millimeter), direction ( Direction of deformation, in degrees), yblx (x-direction horizontal displacement monthly variable, in millimeters), ybly (y-direction horizontal displacement monthly variable, in millimeters), yblf (horizontal displacement monthly variable, in millimeters), direction1 (deformation direction monthly variable, in degrees), and location (monitoring point location). </p></p></p>",
            "ds_time_res": "月",
            "ds_acq_place": "The Three Gorges Reservoir Area of the Yangtze River",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<p>&emsp; Calculations, summaries, statistics.",
            "ds_ref_instruction": "When using the data, please indicate “2001-2005 ”50,000 square meters“ and ”7,000 square meters“ prevention and control effect monitoring data from Hubei National Field Scientific Observation and Research Station of the Three Gorges Landslide”. National Field Scientific Observation and Research Station of the Three Gorges Landslide in Hubei Province\"."
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "recommendation_value": 0,
    "license_type": "https://creativecommons.org/licenses/by/4.0/",
    "doi_reg_from": "reg_local",
    "cstr_reg_from": "reg_local",
    "doi_not_reg_reason": null,
    "cstr_not_reg_reason": null,
    "is_paper_in_submitting": false,
    "ds_topic_tags": [
        "七万方",
        "观测数据",
        "防治",
        "五万方"
    ],
    "ds_subject_tags": [
        "工程地质学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "长江三峡库区"
    ],
    "ds_time_tags": [
        2001,
        2002,
        2003,
        2004,
        2005
    ],
    "ds_contributors": [
        {
            "true_name": "易武",
            "email": "yiwu@ctgu.edu.cn",
            "work_for": "长江三峡滑坡观测站",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "易武",
            "email": "yiwu@ctgu.edu.cn",
            "work_for": "长江三峡滑坡观测站",
            "country": "中国"
        },
        {
            "true_name": "敏玉芳",
            "email": "myf@lzb.ac.cn",
            "work_for": "中国科学院西北生态环境资源研究院",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "易武",
            "email": "yiwu@ctgu.edu.cn",
            "work_for": "长江三峡滑坡观测站",
            "country": "中国"
        }
    ],
    "category": "灾害"
}