FHW 岩土工程技术指南手册简版.docx

1、FHW 岩土工程技术指南手册简版TABLE OF CONTENTS目 录Section 3 Geotechnical Investigations 第三章 岩土勘察3.1 PLANNING AND MANAGEMENT 策划与管理3.1.1 Project Requirements 项目要求3.1.2 Typical Project Practice 典型项目做法3.1.3 Safety 安全3.2 METHODS AND PRACTICE 方法与实践3.2.1 Preliminary Study and Reconnaissance 初步研究及踏勘3.2.2 Surface Explorat

2、ion Methods 地表勘探方法3.2.3 Subsurface Exploration Methods 地下勘探方法3.2.4 Soil and Rock Classification 土壤与岩石分类3.2.5 Exploration Logs 勘探日志3.2.6 In Situ Soil Testing 原位土壤测试3.2.7 Laboratory Testing 试验室测试3.2.8 Instrumentation and Monitoring 仪器与监测Section 4 Analysis and Design 第四章 分析与设计4.1EVALUATION OF DATA, PRO

3、JECT REQUIREMENTS, AND DESIGN PARAMETERS 数据、项目要求及设计参数的评估4.2 SCOPE OF ANALYSIS 分析范围4.3 STRUCTURE FOUNDATIONS 结构基础4.3.1 Shallow Foundations 浅基础4.3.2 Driven Pile Foundations 打入桩基础4.3.3 Drilled Shaft Foundations 钻孔桩基础4.3.4 Micropile Foundations 微型桩4.4 EARTH RETENTION SYSTEMS 挡土墙系统4.4.1 Concrete Walls 混凝

4、土墙4.4.2 MSE Walls 加筋土墙4.4.3 Soil Nail Walls 土钉墙4.4.4 Pile Walls 桩墙4.4.5 Ground Anchor Systems 地基锚固系统4.4.6 Rockeries 假山4.4.7 Temporary Cuts and Shoring 临时挖方及支撑4.5 OTHER STRUCTURES 其他结构4.5.1 Culverts and Pipes 涵洞及管道4.5.2 Building Foundations 建筑基础4.5.3 Microtunnels and Trenchless Construction 微型隧道及无坑法施

5、工4.6 EARTHWORK 土方工程4.6.1 Rippability 可松性4.6.2 Shrink/Swell Factors 收缩/膨胀系数4.6.3 Material Sources and Excavation 材料来源及开挖4.6.4 Subgrade Stabilization 路基稳定性4.6.5 Embankments 路堤4.6.6 Slope Reinforcement 边坡加固4.7 SLOPE STABILITY 边坡稳定性4.7.1 Soil Cut Slopes 土质挖方边坡4.7.2 Landslides 滑坡4.8 ROCK ENGINEERING 岩石工程

6、4.8.1 Rock Slopes 岩石边坡4.8.2 Rockfall Analysis 落石分析4.8.3 Rockfall Mitigation 落石的缓解4.8.4 Foundations on Rock 岩石上的基础4.8.5 Tunnels 隧道4.9 DRAINAGE, DEWATERING, AND EROSION CONTROL 排水、降水及侵蚀控制4.9.1 Surface Drainage 地表排水4.9.2 Subsurface Drainage 地下排水4.9.3 Dewatering 降水4.9.4 Erosion Control 侵蚀控制4.10 GROUND I

7、MPROVEMENT 地基加固4.10.1 General 概述4.10.2 Geosynthetics 土工合成材料4.10.3 Deep Soil Mixing 深层搅拌4.10.4 Dynamic Compaction 动力压实4.10.5 Blast Densification 爆破挤密4.10.6 Soil Stabilization 土壤加固4.10.7 Stone Columns 碎石桩4.11GEOTECHNICAL EARTHQUAKE ENGINEERING 岩土地震工程4.11.1 Seismic Design 抗震设计4.11.2 Liquefaction 液化Sect

8、ion 5 Documentation and Support 第五章 文件编制及支持5.1 GEOTECHNICAL REPORTS AND DOCUMENTS 岩土报告及文件5.1.1 General 概述5.1.2 Reporting Organization and Content 报告组织及内容5.1.3 Review of Calculations and Reports 计算及报告的复核5.2 FINAL DESIGN AND REVIEW OF PLANS AND SPECIFICATIONS 最终设计及计划和规定的回顾5.3 CONSTRUCTION SUPPORT 施工支持

9、5.3.1 Review of Contractor Submittals 承包商承诺的审核5.3.2 Field Support and Troubleshooting 现场支持及疑难解答5.3.3 Instrumentation Monitoring During Construction 施工期间的仪器监测5.3.4 Geotechnical Documentation 岩土学文件编制5.4 POST-CONSTRUCTION MONITORING AND EMERGENCY RESPONSE 施工后的监测及紧急响应5.4.1 Monitoring Geotechnical Perfor

10、mance 岩土性能的监测5.4.2 Repair of Geotechnical Features 岩土要素的修复5.4.3 Responding to Emergency Requests 紧急要求的响应Section 5 Geotechnical Work by Consultants 第五章 咨询的岩土工作6.1 RETAINING GEOTECHNICAL CONSULTANTS 聘请岩土咨询师6.2 INFORMATION PROVIDED BY FEDERAL LANDS HIGHWAY 由联邦土地公路提供的信息6.3 SCOPE AND OVERSIGHT OF CONSULT

11、ANT GEOTECHNICAL SERVICES 咨询岩土服务的范围和监管6.4 CONSULTANT SITE INVESTIGATIONS 咨询的现场调查6.5 CHECKLISTS OF GEOTECHNICAL WORK 岩土工作清单6.6 CONSULTANT GEOTECHNICAL REPORTS 咨询岩土报告6.7 CONSTRUCTION SUPPORT PHASE 施工支持阶段6.8 CONSULTANT PERFORMANCE 咨询的履行Appendix A List of Primary, Secondary and Other Cited Sources (Tert

12、iary) 附录A 引用来源Appendix B Topical Bibliography 附录B 章末参考书目B.1 GEOTECHNICAL PROJECT PLANNING 岩土项目策划B.2 SITE INVESTIGATION 场址勘察B.3 SOIL AND ROCK CLASSIFICATION 土壤与岩石分类B.4 IN-SITU TESTING 原位测试B.5 LABORATORY TESTING 试验室试验B.6 INSTRUMENTATION 仪器B.7 SOIL AND ROCK PROPERTIES 土壤与岩石特性B.8 COMPUTER PROGRAMS 计算机程序

13、B.9 FOUNDATIONS 基础B.10 RETAINING WALLS AND EARTH RETAINING STRUCTURES 挡墙与挡土结构B.11 EARTHWORK 土方工程B.12 MATERIAL SOURCES 材料来源B.13 SLOPE STABILITY AND LANDSLIDES 边坡稳定性及滑坡B.14 ROCK SLOPES AND ROCKFALL MITIGATION 岩石边坡及落石缓解B.15 DRAINAGE AND DEWATERING 排水及降水B.16 EROSION AND SEDIMENT CONTROL 侵蚀及沉积控制B.17 GROU

14、ND IMPROVEMENT 地基加固B.18 GEOSYTHETICS 土工合成材料B.19 SEISMIC 地震B.20 REPORTS 报告Appendix C Partner Agency Acts, Executive Orders and Guidance 附录C 政府行为、行政命令及指导LIST OF EXHIBITS 证物清单SECTION 3 GEOTECHNICAL INVESTIGATIONS第三章 岩土工程勘察3.1 PLANNING AND MANAGEMENT 策划与管理3.1.1 PROJECT REQUIREMENTS 项目要求When subsurface c

15、onditions appear uniform and competent, it may be possible to reduce the amount of explorations.地下条件显示均匀和胜任时，可能可以减少勘探数量Exhibit 3.1B GUIDELINE “MINIMUM BORING” CRITERIA 指南最小钻孔准则Geotechnical Feature岩土工程特征Minimum Number of Borings钻孔最小数量Minimum Depth of Borings钻孔最小深度Structure Foundation构筑物基础1 per substructure unit under 30m in width；2 per substructure unit over 30m in width；Additional borings in areas of erratic subsurface conditions下部结构宽度小于30m时1个，大于30米时2个，地下条件复杂时增加Spread footings: 2B where L4B and interpolate fo