{
    "created": "2022-11-23 14:17:06",
    "updated": "2026-05-05 13:30:22",
    "id": "846c6f73-d6f3-443f-95ef-d4e0be9ce595",
    "version": 10,
    "ds_topic": null,
    "title_cn": "动静耦合循环加载后花岗岩物理力学特性研究数据集",
    "title_en": "Dataset for studying the physical and mechanical properties of granite after dynamic static coupling cyclic loading",
    "ds_abstract": "<p>&emsp;&emsp;动载扰动后花岗岩物理力学特性研究数据集主要面向深部岩体工程动态疲劳扰动后物理力学特性的研究，主要基于室内试验获取相关参数，记录了深典型部岩体-花岗岩动态疲劳扰动后纵向波速、渗透率、单轴抗压强度、弹性模量以及泊松比等物理力学参数。",
    "ds_source": "<p>&emsp;&emsp;基于室内试验获取相关参数，记录深典型部岩体-花岗岩动态疲劳扰动后纵向波速、渗透率、单轴抗压强度、弹性模量以及泊松比等物理力学参数。",
    "ds_process_way": "<p>&emsp;&emsp;室内试验。",
    "ds_quality": "<p>&emsp;&emsp;数据质量良好。",
    "ds_acq_start_time": "2020-01-01 00:00:00",
    "ds_acq_end_time": "2020-01-31 00:00:00",
    "ds_acq_place": "湖北武汉",
    "ds_acq_lon_east": 115.06666666666666,
    "ds_acq_lat_south": 29.966666666666665,
    "ds_acq_lon_west": 113.66666666666667,
    "ds_acq_lat_north": 31.366666666666667,
    "ds_acq_alt_low": null,
    "ds_acq_alt_high": null,
    "ds_share_type": "apply-access",
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    "ds_thumbnail": "846c6f73-d6f3-443f-95ef-d4e0be9ce595.png",
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    "ds_ref_way": "胡大伟，动静耦合循环加载后花岗岩物理力学特性研究数据集，国家冰川冻土沙漠科学数据中心(http://www.ncdc.ac.cn/)，2022，doi：10.12072/ncdc.nieer.db2769.2023",
    "paper_ref_way": "",
    "ds_ref_instruction": "为保障平台科技资源的权益、扩展平台中心的服务、提升科技资源的应用潜力，请资源使用者在使用资源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），明确注明资源来源和资源作者。",
    "ds_from_station": null,
    "organization_id": "57a5e5a3-6fc5-43b5-a2ba-1f2ca54b7727",
    "ds_serv_man": "敏玉芳",
    "ds_serv_phone": "0931-4967596",
    "ds_serv_mail": "ncdc@lzb.ac.cn",
    "doi_value": "",
    "subject_codes": [
        "170.50"
    ],
    "quality_level": 3,
    "publish_time": "2023-05-31 09:40:40",
    "last_updated": "2023-07-02 02:10:04",
    "protected": false,
    "protected_to": "2025-01-01 00:00:00",
    "lang": "zh",
    "cstr": "11738.11.NCDC.NIEER.DB2769.2023",
    "i18n": {
        "en": {
            "title": "Dataset for studying the physical and mechanical properties of granite after dynamic static coupling cyclic loading",
            "ds_format": "",
            "ds_source": "<p>&emsp;Based on indoor experiments, relevant parameters were obtained and physical and mechanical parameters such as longitudinal wave velocity, permeability, uniaxial compressive strength, elastic modulus, and Poisson's ratio were recorded after dynamic fatigue disturbance of deep typical rock mass granite.",
            "ds_quality": "<p>&emsp;The data quality is good.",
            "ds_ref_way": "",
            "ds_abstract": "<p> The research data set of granite physical and mechanical properties after dynamic load disturbance is mainly oriented to the research of physical and mechanical properties after dynamic fatigue disturbance of deep rock mass engineering. It is mainly based on indoor tests to obtain relevant parameters, and records the physical and mechanical parameters such as longitudinal wave velocity, permeability, uniaxial compressive strength, elastic modulus and Poisson's ratio after dynamic fatigue disturbance of deep typical rock mass granite.</p>",
            "ds_time_res": "",
            "ds_acq_place": "Wuhan, Hubei",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<p>&emsp;Indoor testing.",
            "ds_ref_instruction": "In order to protect the rights and interests of the platform's technological resources, expand the services of the platform center, and enhance the application potential of technological resources, resource users are requested to clearly indicate the source and author of the resources in the research results generated from the use of resources (including publicly published papers, works, data products, and unpublished research reports, data products, etc.)."
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "license_type": "CC 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": [
        "纵向波速",
        "渗透率",
        "单轴抗压强度",
        "弹性模量",
        "泊松比"
    ],
    "ds_subject_tags": [
        "地质学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "湖北武汉"
    ],
    "ds_time_tags": [
        2020
    ],
    "ds_contributors": [
        {
            "true_name": "胡大伟",
            "email": "dwhu@whrsm.ac.cn",
            "work_for": "中国科学院武汉岩土力学研究所",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "胡大伟",
            "email": "dwhu@whrsm.ac.cn",
            "work_for": "中国科学院武汉岩土力学研究所",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "胡大伟",
            "email": "dwhu@whrsm.ac.cn",
            "work_for": "中国科学院武汉岩土力学研究所",
            "country": "中国"
        }
    ],
    "category": "其他"
}