RISK MANAGEMENT IN MEDIUM SIZED COMMERCIAL BUILDINGS
CHAPTER ONE
1.1 Introduction
… This chapter will address the background information that motivated this study, the challenges that prompted it, its aim, and its objectives as a preface to subsequent sections of the study. Additional factors include the study's significance, scope, limitations, research questions and hypotheses, and the definition of technical terms.
CHAPTER TWO
2.0 Literature Review
2.1 Introduction
The review of relevant literature is the main topic of this chapter. A literature review covers theoretical and methodological contributions to a certain issue in addition to the state of knowledge at the time of writing. It provides information about the state of the art in relation to the subject you are writing about. It examines the body of work on the chosen subject. The literature evaluation in this study comprises the …
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TABLE OF CONTENTSPRELIMINARY PAGES
- Title page
- Approval page
- Dedication
- Acknowledgement
- Table of Contents
- Abstract
- Introduction
- 1.1 Relevance of project
- 1.2 Site inspection
- 1.3 Evolution of road network in Nigeria
- 1.4 Motor vehicle characteristic that affects road design data
- 1.5 Drivers and their characteristics
- 1.6 Reconnaissance survey
- 1.6.1 Chain survey
- 1.6.2 Station marking
- 1.7 Factors Affecting Choice of Station
- Theodolite Transversing of the Road Control
- 2.1 Definitions
- 2.2 The theodolite
- 2.3 The odorite adjustment
- 2.3.1 Temporary adjustment
- 2.3.2 Permanent adjustment
- 2.4 Procedure for theodolite traversing
- 2.5 Materials used for the theodolte traversinging
- Project Field Leveling Work
- 3.1 Leveling
- 3.2 Profile leveling
- 3.3 Cross leveling
- 3.4 Objectives of leveling
- 3.5 Instruments used in leveling
- 3.6 Temporary adjustment of leveling instrument
- 3.7 Definition of some leveling terminologies
- 3.8 Leveling book
- 3.9 Earthwork computation
- 3.9.1 Method
- Soil Analysis
- 4.1 Collection and preliminary preparation of samples
- 4.2 Mechanical analysis
- 4.3 Atterberg / consistency limit tests
- 4.3.1 Liquid limit test
- 4.3.2 Plastic limit test
- 4.4 Compaction test
- 4.5 The California bearing ratio (CBR) test
- 4.6 Pavement design using CBR
- Geometric Elements Design
- 5.1 Basic design parameters
- 5.1.1 Design speed
- 5.1.2 Gradient
- 5.1.3 Sight distance
- 5.2 Curve design
- 5.3 Curve parameters and formula used, in designing of horizontal curves
- 5.4 Vertical curve design
- 5.5 Cross sectional elements of the road
- 5.6 Brief description on stages of work and equipment used n road constriction
- 5.7 Summary and conclusion
REFERENCES
Disclaimer for Complete Material Utilization
The displayed research work titled "Risk Management in Medium Sized Commercial Buildings" is stated as a research guideline towards accomplishing your assigned project / seminar research work. All the research materials on this website are ONLY for research purposes and should be used as a guideline in developing your research work. For no reason should you copy word for word as projectlist.com.ng will not be liable for any who copied the material. By ordering the complete research guideline, it signifies that you've accepted our terms of service.
PRELIMINARY PAGES
- Title page
- Approval page
- Dedication
- Acknowledgement
- Table of Contents
- Abstract
- Introduction
- 1.1 Relevance of project
- 1.2 Site inspection
- 1.3 Evolution of road network in Nigeria
- 1.4 Motor vehicle characteristic that affects road design data
- 1.5 Drivers and their characteristics
- 1.6 Reconnaissance survey
- 1.6.1 Chain survey
- 1.6.2 Station marking
- 1.7 Factors Affecting Choice of Station
- Theodolite Transversing of the Road Control
- 2.1 Definitions
- 2.2 The theodolite
- 2.3 The odorite adjustment
- 2.3.1 Temporary adjustment
- 2.3.2 Permanent adjustment
- 2.4 Procedure for theodolite traversing
- 2.5 Materials used for the theodolte traversinging
- Project Field Leveling Work
- 3.1 Leveling
- 3.2 Profile leveling
- 3.3 Cross leveling
- 3.4 Objectives of leveling
- 3.5 Instruments used in leveling
- 3.6 Temporary adjustment of leveling instrument
- 3.7 Definition of some leveling terminologies
- 3.8 Leveling book
- 3.9 Earthwork computation
- 3.9.1 Method
- Soil Analysis
- 4.1 Collection and preliminary preparation of samples
- 4.2 Mechanical analysis
- 4.3 Atterberg / consistency limit tests
- 4.3.1 Liquid limit test
- 4.3.2 Plastic limit test
- 4.4 Compaction test
- 4.5 The California bearing ratio (CBR) test
- 4.6 Pavement design using CBR
- Geometric Elements Design
- 5.1 Basic design parameters
- 5.1.1 Design speed
- 5.1.2 Gradient
- 5.1.3 Sight distance
- 5.2 Curve design
- 5.3 Curve parameters and formula used, in designing of horizontal curves
- 5.4 Vertical curve design
- 5.5 Cross sectional elements of the road
- 5.6 Brief description on stages of work and equipment used n road constriction
- 5.7 Summary and conclusion
REFERENCES
Disclaimer for Complete Material Utilization
The displayed research work titled "Risk Management in Medium Sized Commercial Buildings" is stated as a research guideline towards accomplishing your assigned project / seminar research work. All the research materials on this website are ONLY for research purposes and should be used as a guideline in developing your research work. For no reason should you copy word for word as projectlist.com.ng will not be liable for any who copied the material. By ordering the complete research guideline, it signifies that you've accepted our terms of service.
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