GB/T 32864-2016 English PDF

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GB/T 32864-2016: Code for geological investigation of landslide prevention
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Basic data

Standard ID: GB/T 32864-2016 (GB/T32864-2016)
Description (Translated English): Code for geological investigation of landslide prevention
Sector / Industry: National Standard (Recommended)
Classification of Chinese Standard: P13
Classification of International Standard: 07.060
Word Count Estimation: 25,215
Date of Issue: 2016-08-29
Date of Implementation: 2017-03-01
Regulation (derived from): National Standard Announcement 2016 No.14
Issuing agency(ies): General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China

GB/T 32864-2016: Code for geological investigation of landslide prevention

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Code for geological investigation of landslide prevention ICS 07.060 P13 National Standards of People's Republic of China Code for investigation of landslide prevention and control works 2016-08-29 released 2017-03-01 implementation General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China China National Standardization Management Committee released Directory Preface I Introduction II 1 Scope 1 2 normative reference document 1 3 Terms and definitions 1 4 General 2 Basic Provisions for Investigation 2 Classification of landslide and classification of prevention and control works 7 Landslide survey 4 8 Preliminary exploration phase 4 9 detailed investigation phase 6 Supplemental prospecting stage 11 Completed geological report Major exploration methods 13 Physical mechanics test and stability analysis 13 Appendix A (informative) Slope movement classification 16 Appendix B (Normative Appendix) Landslide Classification 17 Appendix C (informative) Summary of geophysical exploration and testing methods and scope of application Appendix D (informative) Technical application of landslide monitoring

Foreword

This standard is drafted in accordance with the rules given in GB/T 1.1-2009. This standard is proposed by the Ministry of Land and Resources of the People's Republic of China. The standard by the National Land Resources Standardization Technical Committee (SAC/TC93) centralized. The drafting of this standard. China Geological Environment Monitoring Institute, China Geological Survey Xi'an Center, China Geological Survey Chengdu Center, China Geological Survey Bureau Wuhan Center, China Geological Survey Hydrographic Environment Geological Survey Center, Sichuan Huatian Construction Engineering Co., Ltd., Sichuan 909 hydrogeological engineering geology company, Chongqing Geological Survey Bureau. The main drafters of this standard. Yin Yueping, Zhang Zuochen, Zhang Maocheng, Zheng Wancao, Huang Pailin, Li Xiaochun, Zhang Kaijun, Zhao Songjiang, He Zuhong, Guo Jianqiang, Peng Xuanming, Li Li, Ma Fei, Sun Dansheng, Chen Hongqi, Qi Xiaobo.

Introduction

In order to improve the level of landslide prevention and control engineering technology, unified technical standards, to ensure the quality of the project, so that the prevention and control engineering geological basis, Fixed standard. This standard in the study of domestic and foreign landslide control engineering survey technical standards and more mature method based on the technology, the full absorption of the three Gap Engineering Reservoir area and other parts of the country landslide disaster prevention and control works from the preparation of experience. This standard will be landslide prevention and control works as a move State process, emphasizing the use of information feedback method for the whole process of exploration, and monitoring as the composition of the content. Emergency management is a special feature of landslide prevention and control works Phase of the investigation, the exploration can break through the provisions of this standard exploration phase. Code for investigation of landslide prevention and control works

1 Scope

This standard stipulates the landslide prevention and control project classification, landslide survey, the feasibility of the preliminary stage of exploration, the design stage of detailed exploration and facilities The stage of additional exploration requirements, the main survey methods, physical mechanics test and stability analysis and so on. This standard applies to landslide prevention and control works.

2 normative reference documents

The following documents are indispensable for the application of this document. For dated references, only the dated edition applies to this article Pieces. For undated references, the latest edition (including all modifications) applies to this document. Code for engineering survey GB 50026 GB/T 50123 Geotechnical test method standard Standard for test methods for rock mass GB/T 50266 engineering

3 terms and definitions

The following terms and definitions apply to this document. 3.1 Landslide landslide Under the action of gravity, along the geological weak surface sliding outward out of the geological body and accumulation body. 3.2 Sliding plane Landslide sliding and accumulation in the process of the bottom of the interface, including sliding out of the process of forming the sliding surface and over the accumulation process of the formation of the slide Cover. 3.3 Slip sliding body Sliding along the sliding surface of the cut off the geological body and along the slip surface overlying accumulation of the formation of sliding accumulation. 3.4 Slippery landslidebed Located in the sliding surface is relatively stable under the rock (soil) body. 3.5 Slope naturalslope A natural slope formed by various geological processes, such as slopes, coasts, riverside, and so on. 3.6 Unstable ramps unstableslope With the creep, bulging, cracking and other deformation characteristics and deformation of the slope is not obvious slope. 3.7 Landslide prevention and control project For landslide prevention and control works on the landslide area survey, mapping, exploration and other means of geological work, and the preparation of the activities of the investigation documents. ......

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