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1

United States. Federal Highway Administration., Texas Transportation Institute, and Texas A & M University. Dept. of Civil Engineering., eds. Behavior of piles and pile groups in cohesionless soil. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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2

The sand compaction pile method. Leiden: A.A. Balkema Publishers, 2005.

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3

F, Van Impe W., ed. Single piles and pile groups under lateral loading. Rotterdam: Balkema, 2001.

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4

Lee, Lin. Soil-pile interaction of bored and cast in-situ piles. Birmingham: University of Birmingham, 2001.

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5

Salgado, Rodrigo. Pile design based on cone penetration test results. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 1999.

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6

Jonathan, Knappett, and Haigh Stuart, eds. Design of pile foundations in liquefiable soils. London: Imperial College Press, 2010.

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7

Horne, John C. Effects of liquefaction on pile foundations. [Olympia, Wash.]: Washington State Dept. of Transportation, 1998.

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8

Grigori︠a︡n, A. A. Pile foundations for buildings and structures in collapsible soils. Rotterdam: A.A. Balkema, 1997.

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9

International Conference on Vibratory Pile Driving and Deep Soil Compaction (2000 Louvain-la-Neuve, Belgium). Vibratory pile driving and deep soil compaction: TRANSVIB2002 ; proceedings of the International Conference on Vibratory Pile Driving and Deep Soil Compaction, Louvain-la-Neuve, Belgium, 9-10 September 2002. Lisse: Balkema, 2002.

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10

Woods, Richard D. Dynamic effects of pile installations on adjacent structures. Washington, D.C: National Academy Press, 1997.

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11

Rollins, Kyle M. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Salt Lake City, Utah: Utah Dept. of Transportation, 2003.

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12

Modak, Sukomal. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.

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13

Cofer, William F. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.

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14

Liaqat, Ali, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute., and GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. Recent advancement in soil behavior, in situ test methods, pile foundations, and tunneling: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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15

Liaqat, Ali, Changsha li gong da xue., American Society of Civil Engineers. Geo-Institute., and GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), eds. Recent advancement in soil behavior, in situ test methods, pile foundations, and tunneling: Selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China. Reston, Va: American Society of Civil Engineers, 2009.

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16

W, Boulanger Ross, Tokimatsu Kohji, University of California, Berkeley. Earthquake Engineering Research Center., American Society of Civil Engineers. Geo-Institute., and Tōkyō Kōgyō Daigaku. Toshi Jishin Kōgaku Sentā., eds. Seismic performance and simulation of pile foundations in liquefield and laterally spreading ground: Proceedings of a workshop, March 16-18, 2005, University of California, Davis, California. Reston, VA: American Society of Civil Engineers, 2005.

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17

Brown, D. A. (Dan A.), National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. Design guidelines for increasing the lateral resistance of highway-bridge pile foundations by improving weak soils. Washington, D.C: Transportation Research Board, 2011.

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18

Kelley, John A. Soil survey of Pike County, Kentucky. [Washington, D.C.]: The Service, 1990.

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19

Love, Charles L. Soil survey of Pike County, Missouri. [Washington, D.C.?]: The Service, 1997.

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20

Hendershot, R. L. Soil survey of Pike County, Ohio. [Washington, D.C.?]: The Service, 1990.

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21

Struben, Gary R. Soil survey of Pike County, Indiana. [Washington, D.C.?]: The Service, 1987.

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22

Neal, Harold B. Soil survey of Pike County, Alabama. [Washington, D.C.]: The Service, 1997.

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23

Struben, Gary R. Soil survey of Pike County, Illinois. [Washington, D.C.]: The Service, 1999.

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24

Shamsher, Prakash, American Society of Civil Engineers. Committee on Geotechnical Earthquake Engineering., and ASCE National Convention (1997 : Minneapolis, Minn.), eds. Seismic analysis and design for soil-pile-structure interactions: Proceedings of a session sponsored by the Committee on Geotechnical Earthquake Engineering of the Geo-Institute of the American Society of Civil Engineers in conjunction with the ASCE National Convention in Minneapolis, Minnesota, October 5-8, 1997. Reston, VA: The Society, 1997.

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25

Moore, Randy. Soil survey of Pike National Forest, Eastern Part, Colorado, parts of Douglas, El Paso, Jefferson, and Teller counties. [Washington, D.C.?]: Forest Service, 1992.

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26

Moore, Randy. Soil survey of Pike National Forest, Eastern Part, Colorado, parts of Douglas, El Paso, Jefferson, and Teller counties. [Washington, D.C.?]: Forest Service, 1992.

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27

Lee, Myung Whan. End bearing capacity of a pile in cohesionless soils. Birmingham: University of Birmingham, 1987.

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28

Poulos, H. G. Design of slope stabilizing piles. [Sydney]: University of Sydney, Department of Civil Engineering, Centre for Geotechnical Research, 1999.

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29

Pedro, Arduino, University of Washington. Dept. of Civil Engineering., Washington State Transportation Center, Washington (State). Dept. of Transportation., United States. Federal Highway Administration., and Washington State Transportation Commission, eds. Dynamic stiffness of piles in liquefiable soils. Seattle, Wash: The Center, 2002.

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30

Cochran, P. H. Soil compaction and initial height growth of planted ponderosa pine. Portland, Or.?]: U.S. Dept. of Agriculture, Forest Service, Pacific Northwest Forest and Range Experiment Station, 1985.

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31

Cochran, P. H. Soil compaction and initial height growth of planted ponderosa pine. [Portland, Or.?]: U.S. Dept. of Agriculture, Forest Service, Pacific Northwest Forest and Range Experiment Station, 1985.

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32

Haase, Sally M. Effect of prescribed burning on soil moisture and germination of southwestern ponderosa pine seed on basaltic soils. [Fort Collins, Colo.]: Rocky Mountain Forest and Range Experiment Station, 1986.

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33

Alban, David H. Nutrient accumulation in planted red and jack pine. St. Paul, Minn: U.S. Dept. of Agriculture, Forest Service, North Central Forest Experiment Station, 1988.

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34

Jorgensen, Jacques R. Foresters' primer in nutrient cycling. Asheville, N.C: U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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35

Krasiński, Adam. Pale przemieszczeniowe wkręcane: Współpraca z niespoistym podłożem gruntowym = Screw displacement piles : interaction with non-cohesive soil. Gdańsk: Wydawnictwo Politechniki Gdańskiej, 2013.

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36

Urzua, Alfredo. SPILE, a microcomputer program for determining ultimate verticial static pile capacity. Washington, D.C: U.S. Dept. of Transportation, Federal Highway Administration, Office of Engineering, 1993.

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37

Urzua, Alfredo. SPILE, a microcomputer program for determining ultimate verticial static pile capacity. Washington, D.C: U.S. Dept. of Transportation, Federal Highway Administration, Office of Engineering, 1993.

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38

Ashour, Mohamed. Pile group program for full material modeling and progressive failure: Final report. Sacramento, Calif.]: California Dept. of Transportation, Division of Research and Innovation, 2008.

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39

Jorgensen, Jacques R. Foresters' primer in nutrient cycling. Asheville, N.C: U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.

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40

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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41

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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42

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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43

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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44

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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45

Clayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.

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46

Shorett, Alice. Soul of the city: The Pike Place Public Market. Seattle: University of Washington Press, 2008.

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47

Malanʹin, A. N. Ostrovnye bory Severnogo Kazakhstana: Pochvy i lesorastitelʹnye uslovii͡a︡. Alma-Ata: Izd-vo "Nauka" Kazakhskoĭ SSR, 1989.

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48

James, Robert L. Effects of pre-sowing soil treatments on root colonization of 1-0 ponderosa and lodgepole pine seedlings by potentially-pathogenic fungi, USDA Forest Service Lucky Peak Nursery, Boise, Idaho. Missoula, MT: U.S. Dept. of Agriculture, Forest Service, Northern Region, 2001.

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49

James, Robert L. Effects of pre-sowing soil treatments on root colonization of 1-0 ponderosa and lodgepole pine seedlings by potentially-pathogenic fungi, USDA Forest Service Lucky Peak Nursery, Boise, Idaho. Missoula, MT: U.S. Dept. of Agriculture, Forest Service, Northern Region, 2001.

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50

Bassman, John Harold. Plant and soil water relations in high density lodgepole pine stands. Pullman: College of Agriculture and Home Economics Research Center, Washington State University, 1988.

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