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1

United States. Federal Highway Administration., Texas Transportation Institute i Texas A & M University. Dept. of Civil Engineering., red. 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., red. 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, i Haigh Stuart, red. 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. i GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), red. 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. i GeoHunan International Conference on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics (2009 : Changsha, Hunan Sheng, China), red. 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. i Tōkyō Kōgyō Daigaku. Toshi Jishin Kōgaku Sentā., red. 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 i United States. Federal Highway Administration, red. 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. i ASCE National Convention (1997 : Minneapolis, Minn.), red. 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. i Washington State Transportation Commission, red. 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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