NB/T 10339-2019 English PDF
Basic dataStandard ID: NB/T 10339-2019 (NB/T10339-2019)Description (Translated English): (Regulations for engineering geological survey of hydropower project dam site) Sector / Industry: Energy Industry Standard (Recommended) Classification of Chinese Standard: P59 Classification of International Standard: 27.140 Word Count Estimation: 139,185 Date of Issue: 2019-12-30 Date of Implementation: 2020-07-01 Issuing agency(ies): National Energy Administration NB/T 10339-2019: (Regulations for engineering geological survey of hydropower project dam site)---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.Specification for Dam Site Engineering Geological Investigation of Hydropower Projects Energy Industry Standards of the People's Republic of China Replace DL/T 5414-2009 Regulations for Engineering Geological Survey of Dam Sites of Hydropower Projects 2019-12-30 released 2020-07-01 Implementation Issued by the National Energy Administration ForewordAccording to the "Notice of the National Energy Administration on Issuing the.2015 Energy Sector Industry Standard System (Revision) Plan" (National Energy Administration) Neng Technology [2015] No. 283) requirements, the procedure preparation team has conducted extensive investigations and studies, carefully summed up practical experience, and Based on extensive solicitation of opinions, this regulation was revised. The main technical content of this regulation is. dam site engineering geological survey content, dam site engineering geological survey method, dam foundation Engineering geological characteristics research, dam site engineering geological evaluation, dam site construction geology. The main technical content of the revision of this regulation is. --Added relevant regulations on engineering geological survey of dangerous rock masses on natural slopes surrounding buildings at the dam site. --Added relevant regulations on dam foundation excavation slack monitoring. --Added relevant regulations for special engineering geological research on rock foundations such as altered rock and deep unloading rock mass. - Added relevant regulations on the classification of debris flows according to the landform characteristics of the catchment area. --Relevant regulations on dam site construction geology have been revised, and the original regulations "geological work of dam foundation treatment" and "geological monitoring Work" is merged into "construction geological work". --Relevant regulations on the classification of rock mass compactness have been revised. - Relevant regulations on the identification of collapsibility of loess have been revised. - Relevant regulations on the discrimination of soil seismic liquefaction have been revised. -Deleted the original regulations "landform type division", "layered rock layer thickness division" and "rock mass structure surface gauge" Model classification" "Rock mass weathering zone division" "Rock mass unloading zone division" "Debris flow is classified according to fluid properties and the relationship between debris flow Engineering classification" "Rock and soil permeability classification", "Rock mass in-situ stress classification", "Rock quality classification", "Rock mass structure type" Divide the appendix content of "Rock structural surface property classification and shear (fracture) strength value" and "Soil classification standard". This regulation is managed by the National Energy Administration, proposed by the General Institute of Hydropower and Water Conservancy Planning and Design, and is responsible for daily management. The Hydropower Survey and Design Standardization Technical Committee of the Energy Industry is responsible for the interpretation of specific technical content. If intentionally during execution See or suggest, please send to the General Institute of Hydropower and Water Conservancy Planning and Design (Address. No. 2 Kangbei Xiaojie, Liupu, Xicheng District, Beijing, Post Edit. 100120). Editor-in-chief of this regulation. China Power Construction Group Chengdu Survey, Design and Research Institute Co., Ltd. The main drafters of this regulation. Li Wengang, Liao Mingliang, Chen Weidong, Yang Jianhong, Cui Changwu, Yang Jingxi Li Panfeng Deng Zhongwen Zhang Yong Ju Lin The main reviewer of this regulation. Yang Jianwan Zongli Zhang Dongsheng Guo Yihua Gong Hailing Shan Zhigang Chen Liqiang Lu Dongliang Zeng Xiangxi Zhang Guofu Li Kaide Gao Qiang Wu Yongfeng Dai Qixiang Wang Huiming Li ShishengTable of contents1 General...1 2 Terminology...2 3 Basic regulations...4 4 Engineering geological survey content of the dam site...6 4.1 Survey of basic geological conditions...6 4.2 Geotechnical physical and mechanical properties survey...8 5 Engineering geological survey method of dam site...10 5.1 Engineering Geological Surveying and Mapping...10 5.2 Geophysical Prospecting...10 5.3 Exploration...11 5.4 Geotechnical test...13 5.5 Hydrogeological test...14 5.6 Observation and monitoring...15 6 Research on Engineering Geological Characteristics of Dam Foundation...17 6.1 Research on engineering geological characteristics of rock foundation...17 6.2 Special engineering geological research of rock foundation...18 6.3 Research on engineering geological characteristics of soil foundation...21 6.4 Engineering Geology Research on Special Soils...22 7 Engineering Geological Evaluation of Dam Site...25 7.1 Engineering geological evaluation of rock foundation...25 7.2 Engineering geological evaluation of soil foundation...27 7.3 Engineering Geological Evaluation of Slope...30 8 Construction geology of the dam site...33 8.1 Investigation of Specialized Engineering Geological Problems...33 8.2 Construction geological work...33 Appendix A. Debris flows are classified according to the landform characteristics of the catchment area...37 Appendix B. Methods and Applicability of Geophysical Prospecting, Drilling and Geotechnical Testing...38 Appendix C Classification of rock mass integrity and compactness...42 Appendix D Engineering Geological Classification of Dam Foundation Rock Mass...43 Appendix E. Classification of geological genetic types of soft rocks...44 Appendix F Causes Classification of Weak Interlayer...45 Appendix G Classification of Clay Mineral Hydrophilicity of Weak Interlayer...46 Appendix H Classification of Genetic Types of Soils...47 Appendix J Identification of Loess Collapsibility...48 Appendix K Classification of Soft Soils...49 Appendix L Identification of Expansive Rock and Soil...50 Appendix M Empirical Judgment of Seepage Deformation of Soil...52 Appendix N Determination of Earthquake Liquefaction of Soil...53 Explanation of terms used in this regulation...56 List of Reference Standards...57 Attachment. Article description...58 ......Tips & Frequently Asked Questions:Question 1: How long will the true-PDF of NB/T 10339-2019_English be delivered?Answer: Upon your order, we will start to translate NB/T 10339-2019_English as soon as possible, and keep you informed of the progress. The lead time is typically 1 ~ 3 working days. 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