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

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Chapter 1 GEOMATICS AND LAND SURVEY SERVICES 1.5.4 Economy and Accuracy It is important, before any field survey operation is started, to weigh the accuracy against the time, resources and costs. The greater the accuracy required, the greater the cost of operation. Since accuracy depends upon the elimination or reduction of errors, it is essential that the surveyor understands the nature of the errors and plans his works in such a way to reduce them to acceptable levels to meet the misclosure tolerances adopted. 1.5.5 The Independent Check In every survey operation it is the responsibility of a surveyor to do a check. It is best to employ a system which is completely self checking. Where this is not possible the check applied should be as independent as possible and not just a repetition of the previous operation. For example, if the measurement of the length is carried out, the check applied should be made by measuring the distance again using different unit of length or measuring in the reverse direction. In many cases a rough check is very useful and sometime all that is required. Computations which are not self checking should be completed by another survey staff including, using, if possible, methods other than those used. 1.5.6 Safeguarding Marks established by the field surveyor for the horizontal and vertical control framework should be as permanent as possible or easily re-established from nearby marks. Liaison with Agricultural Department may be considered during planning for topographical surveys to coordinate simultaneous concurrent activities to collect water and soil test samples to determine their suitability for crop cultivation. Hydrological stations for systematic collection of data such as rainfall, stream flow, maximum flood levels, tidal range, etc. should also be considered. 1-4 March 2009
Chapter 1 GEOMATICS AND LAND SURVEY SERVICES REFERENCES [1] Department of Survey and Mapping website http://www.jupem.gov.my [2] Malaysian Centre for Geospatial Data Infrastructure (MaGDI) website http://www.mygeoportal.gov.my [3] Digital Globe for Satellite Imagery at website http://www.digitalglobe.com March 2009 1-5
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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 7 RETAINING WALL
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Chapter 7 RETAINING WALL 7.4.3 Late
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Chapter 7 RETAINING WALL Definition
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Chapter 8 GROUND IMPROVEMENT Table
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CHAPTER 9 FOUNDATION ENGINEERING
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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 6 CHECKLIST FOR TERRAIN FEA
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