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

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Chapter 1 PLANNING AND SCOPE cheap method of examining near-surface deposits in situ, but the cost increases dramatically with depth, because of the need to support. Shallow trial pits can be excavated by wheeled offset backhoe which has a digging depth of about 3.5 – 4.0m, and may not be able to move easily across wet steeply sloping sites. Deeper pits, or pits where access is difficult can be excavated by 360° slew-tracked hydraulic excavators. These machines have a digging depth of about 6 m, and an available digging force about 50—100% greater than the backhoe. 1-26 March 2009
Chapter 1 PLANNING AND SCOPE REFERENCES [1] Acker, W. L., III (1974). Basic Procedures for Soil Sampling and Core Drilling, Acker Drill Co. Inc., P.O. Box 830, Scranton, PA., 18501. [2] ADSC (1995). “Recommended procedures for the entry of drilled shaft foundations excavations.” The International Association of Foundation Drilling, (IAFD-ADSC), Dallas. [3] Contract DACW39-86-M-4273, Department of the Army, U.S. Army Corps of Engineers, Washington, D.C. [4] Hunt, R. E. (1984). Geotechnical Engineering Investigation Manual, McGraw-Hill Inc., 983 p. [5] Leroueil, S. and Jamiolkowski, M. (1991). “Exploration of soft soil and determination of design parameters”, Proceedings, GeoCoast’91, Vol. 2, Port & Harbor Res. Inst., Yokohama, 969-998. [6] Lowe III, J., and Zaccheo, P.F. (1991). "Subsurface explorations and sampling." Foundation Engineering Handbook, H. Y. Fang, ed., Van Nostrand Reinhold, New York, 1-71. [7] Lutenegger, A. J., DeGroot, D. J., Mirza, C., and Bozozuk, M. (1995). “Recommended guidelines for sealing geotechnical exploratory holes.” FHWA Report 378, Federal Highway Administration Washington, D.C. [8] Skempton, A. W. (1957). Discussion on “The planning and design of new Hong Kong airport.” Proceedings, Institution of Civil Engineers, Vol. 7 (3), London, 305-307. [9] U.S. Department of the Interior, Bureau of Reclamation. (1973). Design of small dams, United States Government Printing Office, Washington, D.C. [10] U.S. Department of the Interior, Bureau of Reclamation (1960). Earth manual, United States Government Printing Office, Washington, D.C. March 2009 1-27
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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 8 GROUND IMPROVEMENT Table
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PART 3: ENGINEERING SURVEY
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Chapter 1 GEOMATICS AND LAND SURVEY
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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