Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures


Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures

 

File : pdf, 185 pages, 3.17 MB

CHAPTER 1 INTRODUCTION

1-1 PURPOSE
1-2 SCOPE
1-3 REFERENCES
1-4 GENERAL GUIDANCE
1-4.1 Content Guidance

CHAPTER 2 SOILS AND GEOLOGY

CHAPTER 3 SELECTION OF FOUNDATION TYPES

3-1 SELECTION OF FOUNDATION TYPE
3-1.1 Foundation Selection Consideration
3-1.2 Adverse Subsurface Conditions
3-1.3  Cost Estimates and Final Selection

CHAPTER 4 SHALLOW FOUNDATIONS

CHAPTER 5 DEEP FOUNDATIONS

CHAPTER 6 RETAINING WALLS AND CELLULAR COFFERDAMS

CHAPTER 7 SLOPE STABILITY ANALYSIS

CHAPTER 8 EXCAVATION, FILL, BACKFILL, AND SOIL STABILITIZATION FOR STRUCTURES

8-1 EXCAVATIONS
8-1.1 Introduction and Scope
8-1.2 Open Cuts 1
8-1.3 Trenching
8-1.4 Rock Excavation
8-1.5 Excavation Stabilization, Monitoring, and Safety
8-1.6 Embankment Cross-Section Design
8-1.7 BORROW EXCAVATON
8-2 FILL
8-2.1 Types of Fill
8-2.2  Foundations on Compacted Fill
8-2.3 Compaction Requirements
8-2.4  Placing and Control of Backfill
8-2.5 Fill Settlements
8-2.6 Hydraulic Fills
8-3 BACKFILL
8-3.1 Introduction
8-3.2 Planning and Design of Structures and Excavations to Accommodate Backfill Operations
8-3.3 Evaluation, Design, and Processing of Backfill Materials
8-3.4 Selection of Backfill Materials
8-3.5 Processing of Backfill Materials
8-4 EARTHWORK:  EXCAVATION AND PREPARATION FOR FOUNDATIONS
8-4.1 Excavation
8-4.2 Foundation Preparation
8-5 BACKFILL OPERATIONS
8-5.1 Placement of Backfill
8-5.2 Good Construction Practices, and Problems
8-5.3 Special Problems
8-5.4 Installation of Instruments
8-5.5 Post Construction Distress
8-6 SPECIFICATION PROVISIONS
8-6.1 General
8-6.2 Preparation of Specifications
8-6.3 Foundation Preparation
8-6.4 Backfill Operations
8-7 STABILIZATION OF SUBGRADE SOILS
8-7.1 General
8-7.2 Vibrocompaction
8-7.3 Vibrodisplacement Compaction
8-7.4 Grouting and Injection
8-7.5 Precompression
8-7.6 Reinforcement
8-7.7 Miscellaneous Methods

CHAPTER 9 DEWATERING AND GROUNDWATER CONTROL

CHAPTER 10 FOUNDATIONS IN EXPANSIVE SOILS

CHAPTER 11 FOUNDATIONS IN AREAS OF SIGNIFICANT FRONT PENETRAT

11-1  INTRODUCTION
11-1.1 Types of Areas
11-1.2 General Nature of Design Problems
11-2  FACTORS AFFECTING DESIGN OF FOUNDATIONS
11-2.1 Physiography and Geology
11-2.2 Temperature
11-2.3 Foundation Materials
11-2.4 Water Conditions
11-2.5 Frost Heave and Effect of Surcharge
11-2.6 Type pf Structure
11-3 SITE INVESTIGATIONS
11-3.1 General
11-3.2 Remote Sensing and Geophysical Investigations
11-3.3 Direct Site Investigations
11-4 FOUNDATION DESIGN
11-4.1 Selection of Foundation Type
11-4.2 Foundation Freeze and Thaw and Techniques for Control ..
11-4.3 Control of Movement and Distortion
11-4.4 Vibration Problems and Seismic Effects
11-4.5 Design Criteria for Various Specific Features

CHAPTER 12 FOUNDATIONS FOR VIBRATING EQUIPEMENT AND SEISMIC LOADINGS

12-1  INTRODUCTION
12-1.1 Introduction
12-1.2 Single Degree of Freedom, Damped Force Systems
12-1.3 Foundations on Elastic Soils
12-1.4 Wave Transmission, Attenuation and Isolation
12-1.5 Evaluation of S-wave Velocity in Soils
12-1.6 Settlement and Liquefaction
12-1.7 Seismic Effects on Foundations

CHAPTER 13 PILE DRIVING EQUIPMENT

CHAPTER 14 GROUTING METHODS AND EQUIPMENT

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23 thoughts on “Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures

  1. Rajesh satapathy

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    Reply
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