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1

Paillet, FL, and WR Saunders, eds. Geophysical Applications for Geotechnical Investigations. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1990. http://dx.doi.org/10.1520/stp1101-eb.

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2

Lovell, Parish. Geotechnical investigations report of the piping failure of Anita Dam: First phase of additional investigations (site inspection, test pitting, and laboratory testing). [Place of publication not identified: publisher not identified], 1997.

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3

Lovell, Parish. Geotechnical investigations report of the piping failure of Anita Dam: Second phase of additional investigations (drilling, standard penetration tests, and additional laboratory testing). [Place of publication not identified: publisher not identified], 1997.

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4

E, Hunt Roy, ed. Geotechnical engineering investigation handbook. 2nd ed. Boca Raton, Fla: CRC Press, 2005.

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5

Bennett, Michael. Geotechnical investigation in Pajaro, California. [Menlo Park, Calif.?]: U.S. Dept. of the Interior, U.S. Geological Survey, 1994.

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6

Handbook of geotechnical investigation and design tables. Boca Raton, FL: Taylor & Francis, 2007.

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7

Limited, Marenco Engineering. Proposed piggery lagoon, Kensington, P.E.I.: Geotechnical investigation. Charlottetown: Marenco Englieering, 1991.

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8

Associates, Golder. Proposed waste management strategy, Selbaie Mine, Quebec: Factual report : geotechnical investigation. Mississauga, Ont: Golder Associates, 1990.

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9

Killey, Myrna M. Geotechnical site investigation for an advanced photon source at Argonne National Laboratory, Illinois. Champaign, IL: Illinois State Geological Survey, 1994.

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10

Erik, Boeckmann Andrew Z. and Loehr J. Influence of Geotechnical Investigation and Subsurface Conditions on Claims, Change Orders, and Overruns. Washington, D.C.: Transportation Research Board, 2016. http://dx.doi.org/10.17226/21926.

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11

United States. Army. Office of the Chief of Engineers, ed. Geotechnical investigations: Engineering and design. [Washington, D.C.]: Dept. of the Army, Corps of Engineers, Office of the Chief of Engineers, 1993.

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12

L, Paillet F., Saunders Wayne R. 1946-, ASTM Committee D-18 on Soil and Rock., and Symposium on Geophysical Methods for Geotechnical Investigations (1989 : Saint. Louis, Mo.), eds. Geophysical applications for geotechnical investigations. Philadelphia, PA: ASTM, 1990.

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13

Geotechnical Investigations and Improvement of Ground Conditions. Elsevier, 2019. http://dx.doi.org/10.1016/c2018-0-01307-9.

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14

Geotechnical Investigations and Improvement of Ground Conditions. Woodhead Publishing, 2019.

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15

Great Britain. Defence Works Services., ed. Geotechnical investigations for design and construction of airfield pavements. London: H.M.S.O., 1994.

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16

Inc, McPhail Associates. Geotechnical and geoenvironmental proposals for asian community development corporation. 1989.

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17

Corporation, Chinese Economic Development. Geotechnical data report, bra parcel a, Boston, Massachusetts. 1991.

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18

Corporation, Asian Community Development. Geotechnical data report, bra parcel b, Boston, Massachusetts. 1991.

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19

Geotechnical Investigations for Design and Construction of Airfield Pavements (Defence Works Functional Standards, Specification). Stationery Office Books, 1994.

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20

Marine geological and geotechnical investigations in Wellington, Byam Martin, Austin, and adjacent channels, Canadian Arctic Archipelago. [Ottawa?], Canada: Energy, Mines, and Resources Canada, 1989.

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21

Marine geological and geotechnical investigations in Wellington, Byam Martin, Austin, and adjacent channels, Canadian Arctic Archipelago. Ottawa, Ont: Geological Survey of Canada, 1989.

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22

Corp, Asian Community Development. Proposal for subsurface investigation, geotechnical engineering services, and environmental site assessment, chinatown parcel b, Boston, ma. 1990.

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23

1949-, Bennett M. J., and Geological Survey (U.S.), eds. Subsurface geotechnical investigations near sites of ground deformation caused by the January 17, 1994, Northridge, California, earthquake. Menlo Park, Calif: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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24

1949-, Bennett M. J., and Geological Survey (U.S.), eds. Subsurface geotechnical investigations near sites of ground deformation caused by the January 17, 1994, Northridge, California, earthquake. Menlo Park, Calif: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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25

Subsurface geotechnical investigations near sites of ground deformation caused by the January 17, 1994, Northridge, California, earthquake. Menlo Park, Calif: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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26

United States. Federal Highway Administration., National Highway Institute (U.S.), Parsons, Brinckerhoff, Quade & Douglas., and Woodward-Clyde Consultants, eds. Training course in geotechnical and foundation engineering: Subsurface investigations : participants manual : NHI course no. 13231, Module 1. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, National Highway Institute, 1997.

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27

Miller, Engineering Inc. Proposal for subsurface investigation, geotechnical engineering services, and environmental site assessment, chinatown parcels a, b, and c, Boston, ma. 1989.

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28

Hunt, Roy E. Geotechnical Engineering Investigation Handbook. 2nd ed. CRC, 2005.

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29

Hunt, Roy E. Geotechnical Engineering Investigation Handbook. Taylor & Francis Group, 2005.

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30

Hunt, Roy E. Geotechnical Engineering Investigation Handbook. CRC Press, 2005. http://dx.doi.org/10.1201/9781420039153.

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31

Geotechnical Investigation Methods: A Field Guide for Geotechnical Engineers. CRC, 2006.

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32

Geological Survey (U.S.), ed. Geotechnical investigation in Pajaro, California. [Menlo Park, Calif.?]: U.S. Dept. of the Interior, U.S. Geological Survey, 1994.

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33

Jacques, Whitford & Associates. Geotechnical investigation proposed Northumberland Strait Crossing. Halifax, N.S, 1987.

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34

A Short Course in Geotechnical Site Investigation. Thomas Telford Services Ltd, 2003.

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35

Beale, Geoff, and John Read, eds. Guidelines for Evaluating Water in Pit Slope Stability. CSIRO Publishing, 2014. http://dx.doi.org/10.1071/9780643108363.

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Guidelines for Evaluating Water in Pit Slope Stability is a comprehensive account of the hydrogeological procedures that should be followed when performing open pit slope stability design studies. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on the stability of rock slopes in open pit mines, this book expands on the hydrogeological model chapter in the LOP project's previous book Guidelines for Open Pit Slope Design (Read & Stacey, 2009; CSIRO PUBLISHING). The book comprises six sections which outline the latest technology and best practice procedures for hydrogeological investigations. The sections cover: the framework used to assess the effect of water in slope stability; how water pressures are measured and tested in the field; how a conceptual hydrogeological model is prepared; how water pressures are modelled numerically; how slope depressurisation systems are implemented; and how the performance of a slope depressurisation program is monitored and reconciled with the design. Guidelines for Evaluating Water in Pit Slope Stability offers slope design practitioners a road map that will help them decide how to investigate and treat water pressures in pit slopes. It provides guidance and essential information for mining and civil engineers, geotechnical engineers, engineering geologists and hydrogeologists involved in the investigation, design and construction of stable rock slopes.
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36

Chapman, Tim, Hilary D. Skinner, Michael Brown, and John Burland, eds. ICE Manual of Geotechnical Engineering Volume 1: Geotechnical Engineering Principles, Problematic Soils and Site Investigation. Thomas Telford Ltd, 2012. http://dx.doi.org/10.1680/moge.57074.

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37

Look, Burt G. Handbook of Geotechnical Investigation and Design Tables: Second Edition. Taylor & Francis Group, 2017.

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38

Look, Burt G. Handbook of Geotechnical Investigation and Design Tables: Second Edition. Taylor & Francis Group, 2017.

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39

Look, Burt G. Handbook of Geotechnical Investigation and Design Tables: Second Edition. Taylor & Francis Group, 2017.

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40

Handbook of Geotechnical Investigation and Design Tables: Second Edition. Taylor & Francis Group, 2014.

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41

Look, Burt G. Handbook of Geotechnical Investigation and Design Tables: Second Edition. Taylor & Francis Group, 2017.

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42

Thomas, S. Geotechnical Investigation of UK Test Sites for the Foundations of Offshore Structures. Stationery Office Books, 1990.

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43

Hawley, Mark, and John Cunning, eds. Guidelines for Mine Waste Dump and Stockpile Design. CSIRO Publishing, 2017. http://dx.doi.org/10.1071/9781486303519.

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Guidelines for Mine Waste Dump and Stockpile Design is a comprehensive, practical guide to the investigation, design, operation and monitoring of mine waste dumps, dragline spoils and major stockpiles associated with large open pit mines. These facilities are some of the largest man-made structures on Earth, and while most have performed very well, there are cases where instabilities have occurred with severe consequences, including loss of life and extensive environmental and economic damage. Developed and written by industry experts with extensive knowledge and experience, this book is an initiative of the Large Open Pit (LOP) Project. It comprises 16 chapters that follow the life cycle of a mine waste dump, dragline spoil or stockpile from site selection to closure and reclamation. It describes the investigation and design process, introduces a comprehensive stability rating and hazard classification system, provides guidance on acceptability criteria, and sets out the key elements of stability and runout analysis. Chapters on site and material characterisation, surface water and groundwater characterisation and management, risk assessment, operations and monitoring, management of ARD, emerging technologies and closure are included. A chapter is also dedicated to the analysis and design of dragline spoils. Guidelines for Mine Waste Dump and Stockpile Design summarises the current state of practice and provides insight and guidance to mine operators, geotechnical engineers, mining engineers, hydrogeologists, geologists and other individuals that are responsible at the mine site level for ensuring the stability and performance of these structures. Readership includes mining engineers, geotechnical engineers, civil engineers, engineering geologists, hydrogeologists, environmental scientists, and other professionals involved in the site selection, investigation, design, permitting, construction, operation, monitoring, closure and reclamation of mine waste dumps and stockpiles.
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44

Peninsula Corridor Joint Powers Board. and Dames & Moore., eds. Final report, geotechnical site investigation: CalTrain S.F. downtown station relocation EIS/EIR project. [San Carlos, Calif.]: Peninsula Corridor Joint Powers Board, 1995.

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45

Stratigraphic and geotechnical data from a regional drilling investigation in the San Bernardino Valley, California. [Reston, Va.?]: Dept. of the Interior, U.S. Geological Survey, 1986.

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46

Knox, Kenneth James. Applications of the electronic cone penetration test for the geotechnical site investigation of Florida soils. 1989.

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47

E, Carson Scott, and Geological Survey (U.S.), eds. Stratigraphic and geotechnical data from a regional drilling investigation in the San Bernardino Valley, California. [Reston, Va.?]: Dept. of the Interior, U.S. Geological Survey, 1986.

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48

E, Carson Scott, and Geological Survey (U.S.), eds. Stratigraphic and geotechnical data from a regional drilling investigation in the San Bernardino Valley, California. [Reston, Va.?]: Dept. of the Interior, U.S. Geological Survey, 1986.

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49

Look, Burt G. Handbook of Geotechnical Investigation and Design Tables (Balkema--Proceedings and Monographs in Engineering, Water and Earth Sciences). Taylor & Francis, 2007.

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50

Preliminary geotechnical-engineering slope-stability investigation of the Pine Ridge landslide, Timber Lakes Estates, Wasatch County, Utah. Utah Geological Survey, 1997. http://dx.doi.org/10.34191/ri-232.

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