{ "created": "2022-11-24 09:12:47", "updated": "2026-05-02 00:10:12", "id": "a3dc9c3c-4ca2-438d-8013-e42813ced0c2", "version": 5, "ds_topic": null, "title_cn": "上海地区部分场地打入桩承载力偏倚系数数据集", "title_en": "Dataset of Deviation Factors for Bearing Capacity of Driven Piles in Some Sites in Shanghai", "ds_abstract": "

  本数据集为在文献资料中搜集并加工整理的上海地区部分工程场地的打入桩试验桩的偏倚系数数据。偏倚系数即桩基础实测承载力与理论计算承载力的比值，该数据可以反映实测承载力与理论计算承载力之间的偏差。通过对偏倚系数进行分析，可以量化桩承载力在地区性和场地内的不确定性，为设计决策提供依据。", "ds_source": "

  文献资料中搜集并加工整理。", "ds_process_way": "

  分析挖掘。", "ds_quality": "

  数据质量良好。", "ds_acq_start_time": "2019-05-01 00:00:00", "ds_acq_end_time": "2019-05-31 00:00:00", "ds_acq_place": "上海", "ds_acq_lon_east": 122.2, "ds_acq_lat_south": 30.666666666666668, "ds_acq_lon_west": 120.86666666666666, "ds_acq_lat_north": 31.866666666666667, "ds_acq_alt_low": null, "ds_acq_alt_high": null, "ds_share_type": "apply-access", "ds_total_size": 9648, "ds_files_count": 2, "ds_format": "Excel", "ds_space_res": null, "ds_time_res": "", "ds_coordinate": "无", "ds_projection": "", "ds_thumbnail": "a3dc9c3c-4ca2-438d-8013-e42813ced0c2.png", "ds_thumb_from": 0, "ds_ref_way": "", "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": "2023-06-08 11:01:38", "last_updated": "2023-07-06 02:10:03", "protected": false, "protected_to": "2025-01-01 00:00:00", "lang": "zh", "cstr": "11738.11.NCDC.NIEER.DB2799.2023", "i18n": { "en": { "title": "Dataset of Deviation Factors for Bearing Capacity of Driven Piles in Some Sites in Shanghai", "ds_format": "", "ds_source": "

\n
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 Collect and process the literature.", "ds_quality": "

\n
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 The data quality is good.", "ds_ref_way": "", "ds_abstract": "

 This data set is the bias coefficient data of driven pile test piles in some engineering sites in Shanghai area collected and processed from literature. Bias coefficient is the ratio of the measured bearing capacity of pile foundation to the theoretically calculated bearing capacity. This data can reflect the deviation between the measured bearing capacity and the theoretically calculated bearing capacity. Through the analysis of the bias coefficient, the uncertainty of the pile bearing capacity in the region and in the site can be quantified, which provides a basis for design decisions.

", "ds_time_res": "", "ds_acq_place": "Shanghai", "ds_space_res": "", "ds_projection": "", "ds_process_way": "

 Analysis mining.", "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": [ "偏倚系数", "桩承载力", "地区数据库" ], "ds_subject_tags": [ "地质学" ], "ds_class_tags": [], "ds_locus_tags": [ "上海" ], "ds_time_tags": [ 2019 ], "ds_contributors": [ { "true_name": "李镜培", "email": "lijp2773@tongji.edu.cn", "work_for": "同济大学", "country": "中国" } ], "ds_meta_authors": [ { "true_name": "李镜培", "email": "lijp2773@tongji.edu.cn", "work_for": "同济大学", "country": "中国" } ], "ds_managers": [ { "true_name": "张洁", "email": "cezhangjie@tongji.edu.cn", "work_for": "同济大学", "country": "中国" } ], "category": "其他" }