{
    "created": "2021-07-01 03:59:13",
    "updated": "2026-05-09 05:19:39",
    "id": "3651cdbe-6849-4eb0-b866-babed8bc3958",
    "version": 5,
    "ds_topic": null,
    "title_cn": "漠河/东营冻土低温三轴力学试验数据集（2018-2019年）",
    "title_en": "Low temperature triaxial mechanical test data set of Mohe / Dongying frozen soil (2018-2019)",
    "ds_abstract": "<p>&emsp;&emsp;2018年和2019年于山东省青岛市进行冻土低温三轴抗压强度模拟实验，观测要素包括试样密度、环境温度、围压、抗压强度、峰值强度等。数据资源采集时间范围为2018年4月20日-2019年4月20日，利用低温三轴实验装置对漠河冻土和东营冻土测量两种冻土在不同埋深、不同温度及不同围压下的三轴抗压强度。用于研究冻土层力学参数特征随温度和围压的变化规律，建立冻土层岩土工程力学参数预测模型。</p>",
    "ds_source": "<p>&emsp;&emsp;实验试验，自主产生。</p>",
    "ds_process_way": "<p>&emsp;&emsp;数据采集使用中国石油大学伺服控制低温常规三轴实验系统，技术参数：1.最大轴向力：1000kN；2.试验力精度：±1%；3.试验力分辨率：1/120000；4.活塞最大位移：100mm；5.位移精度：±1%；6.位移分辨率：1/100000；7.轴向变形测量范围：0-8mm；8.径向变形测量范围：0-4mm；9.变形测量精度：±1%；10.变形分辨率：1/100000；11.最大围压：100MPa；12.围压精度：±2%；13.围压分辨率：1/60000。</p>",
    "ds_quality": "<p>&emsp;&emsp;数据质量良好</p>",
    "ds_acq_start_time": "2018-04-20 00:00:00",
    "ds_acq_end_time": "2019-04-20 00:00:00",
    "ds_acq_place": "黑龙江省漠河市;山东省东营市;山东省青岛市",
    "ds_acq_lon_east": null,
    "ds_acq_lat_south": null,
    "ds_acq_lon_west": null,
    "ds_acq_lat_north": null,
    "ds_acq_alt_low": null,
    "ds_acq_alt_high": null,
    "ds_share_type": "login-access",
    "ds_total_size": 44915,
    "ds_files_count": 3,
    "ds_format": "excel",
    "ds_space_res": null,
    "ds_time_res": "",
    "ds_coordinate": "无",
    "ds_projection": "",
    "ds_thumbnail": "3651cdbe-6849-4eb0-b866-babed8bc3958.png",
    "ds_thumb_from": 0,
    "ds_ref_way": "",
    "paper_ref_way": "",
    "ds_ref_instruction": "",
    "ds_from_station": null,
    "organization_id": "aaf309a1-cdf4-4049-be08-c06f80c4061f",
    "ds_serv_man": "敏玉芳",
    "ds_serv_phone": "0931-4967596",
    "ds_serv_mail": "ncdc@lzb.ac.cn",
    "doi_value": "10.12072/ncdc.SRIPE.db1705.2022",
    "subject_codes": [
        "170.50"
    ],
    "quality_level": 3,
    "publish_time": "2022-02-25 14:41:56",
    "last_updated": "2025-05-29 11:37:08",
    "protected": false,
    "protected_to": null,
    "lang": "zh",
    "cstr": "11738.11.ncdc.SRIPE.db1705.2022",
    "i18n": {
        "en": {
            "title": "Low temperature triaxial mechanical test data set of Mohe / Dongying frozen soil (2018-2019)",
            "ds_format": "Excel",
            "ds_source": "<p>&emsp; &emsp; Experimental experiments, independently generated. </p>",
            "ds_quality": "<p>&emsp; &emsp; Good data quality</p>",
            "ds_ref_way": "",
            "ds_abstract": "<p>    In 2018 and 2019, low-temperature triaxial compressive strength simulation experiments were conducted on frozen soil in Qingdao, Shandong Province. The observed factors included sample density, ambient temperature, confining pressure, compressive strength, peak strength, etc. The time range for data resource collection was from April 20, 2018 to April 20, 2019. A low-temperature triaxial experimental device was used to measure the triaxial compressive strength of Mohe permafrost and Dongying permafrost at different burial depths, temperatures, and confining pressures. Used to study the variation of mechanical parameters of frozen soil layer with temperature and confining pressure, and establish a prediction model for geotechnical engineering mechanical parameters of frozen soil layer. </p>",
            "ds_time_res": "",
            "ds_acq_place": "Mohe City, Heilongjiang Province; Dongying City, Shandong Province; Qingdao City, Shandong Province",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<p>&emsp; &emsp; The data collection uses the servo controlled low-temperature conventional three-axis experimental system of China University of Petroleum. Technical parameters: 1. Maximum axial force: 1000kN; 2. Test force accuracy: ± 1%; 3. Test force resolution: 1/120000; 4. Maximum piston displacement: 100mm; 5. Displacement accuracy: ± 1%; 6. Displacement resolution: 1/100000; 7. Axial deformation measurement range: 0-8mm; 8. Radial deformation measurement range: 0-4mm; 9. Deformation measurement accuracy: ± 1%; 10. Deformation resolution: 1/100000; 11. Maximum confining pressure: 100MPa; 12. confining pressure accuracy: ± 2%; 13. Resolution of confining pressure: 1/60000. </p>",
            "ds_ref_instruction": ""
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 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": [
        "冻土",
        "低温力学实验",
        "抗压强度"
    ],
    "ds_subject_tags": [
        "地质学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "黑龙江省漠河市",
        "山东省东营市",
        "青岛市"
    ],
    "ds_time_tags": [
        2018,
        2019
    ],
    "ds_contributors": [
        {
            "true_name": "高德利",
            "email": "gaodeli@cup.edu.cn",
            "work_for": "中国石油大学（北京）",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "牛成成",
            "email": "niucc.sripe@sinopec.com",
            "work_for": "中国石油化工股份有限公司石油工程技术研究院",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "高德利",
            "email": "gaodeli@cup.edu.cn",
            "work_for": "中国石油大学（北京）",
            "country": "中国"
        }
    ],
    "category": "其他"
}