Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 4 REFERENCES ON GEOMATICS AND LAND SURVEY SERVICES aircraft. With LIDAR, highly accurate digital elevation (DEM) and digital terrain (DTM) models or elevation contours can be generated immediately well before any aerial photography is processed, ground control is acquired and photogrammetric mapping is performed. LIDAR can capture data with accuracies of 5 to 20 centimeters to meet modeling efforts day and night in a variety of weather conditions. However integrating LIDAR data with photogrammetric data from air survey often yields better endresults since shorelines frequently have heavy ground vegetation cover and mapping goals are frequently 1 to 2 feet (30cm to 60cm) contours. In other words, combined LIDAR – Air Survey/Photogrammetric Mapping provides a more realistic depiction of the terrain and ensures desired map accuracies will be maintained by providing an independent check. Airborne LIDAR system can be broadly classified into 3 main types: wide area mapping systems flown from fixed wing aircraft, Corridor mapping systems from helicopters and Bathymetric mapping systems flown from either one of the platform. March 2009 4-11
Chapter 4 REFERENCES ON GEOMATICS AND LAND SURVEY SERVICES 4.18 REFERENCES [1] US Army Corps of Engineers website is accessible by keying in “us army corps of engineers hydrographic survey manual” then click “EM 1110-2-1003 Title: Engineering and Design – Hydrographic Survey” [2] United States Geological Survey website Map Projection Poster egsc.usgs.gov/isb/pubs/MapProjections/projections.html” [3] “The Orthomorphic Projection of the spheroid” Brigadier M. Hotine CBE in the Empire Survey Review vols VIII and IX Nos 62-65, particularly para 19 E.S.R. no. 64 of April 1947 4-12 March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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DID MANUAL Volume 6 List of Symbols
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CHAPTER 1 GENERAL
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Chapter 1 GENERAL (This page is int
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Chapter 2 GEOTECHNICAL DESIGN PROCE
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CHAPTER 3 FUNDAMENTAL PRINCIPLES
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Chapter 4 SOIL SETTLEMENT Table of
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CHAPTER 5 BEARING CAPACITY THEORY
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Chapter 6 SLOPE STABILITY Table of
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Chapter 6 SLOPE STABILITY Table 6.4
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CHAPTER 7 RETAINING WALL
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Chapter 8 GROUND IMPROVEMENT Table
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CHAPTER 9 FOUNDATION ENGINEERING
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Chapter 10 SEEPAGE Table of Content
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DID MANUAL Volume 6 Acknowledgement
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DID MANUAL Volume 6 Table of Conten
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PART 2: SOIL INVESTIGATION
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Chapter 1 PLANNING AND SCOPE Table
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CHAPTER 4 LAB TESTING FOR SOILS
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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