Książki na temat „Soil pile”
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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.
Znajdź pełny tekst źródłaThe sand compaction pile method. Leiden: A.A. Balkema Publishers, 2005.
Znajdź pełny tekst źródłaF, Van Impe W., red. Single piles and pile groups under lateral loading. Rotterdam: Balkema, 2001.
Znajdź pełny tekst źródłaLee, Lin. Soil-pile interaction of bored and cast in-situ piles. Birmingham: University of Birmingham, 2001.
Znajdź pełny tekst źródłaSalgado, Rodrigo. Pile design based on cone penetration test results. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 1999.
Znajdź pełny tekst źródłaJonathan, Knappett, i Haigh Stuart, red. Design of pile foundations in liquefiable soils. London: Imperial College Press, 2010.
Znajdź pełny tekst źródłaHorne, John C. Effects of liquefaction on pile foundations. [Olympia, Wash.]: Washington State Dept. of Transportation, 1998.
Znajdź pełny tekst źródłaGrigori︠a︡n, A. A. Pile foundations for buildings and structures in collapsible soils. Rotterdam: A.A. Balkema, 1997.
Znajdź pełny tekst źródłaInternational 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.
Znajdź pełny tekst źródłaWoods, Richard D. Dynamic effects of pile installations on adjacent structures. Washington, D.C: National Academy Press, 1997.
Znajdź pełny tekst źródłaRollins, Kyle M. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Salt Lake City, Utah: Utah Dept. of Transportation, 2003.
Znajdź pełny tekst źródłaModak, Sukomal. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.
Znajdź pełny tekst źródłaCofer, William F. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.
Znajdź pełny tekst źródłaLiaqat, 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.
Znajdź pełny tekst źródłaLiaqat, 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.
Znajdź pełny tekst źródłaW, 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.
Znajdź pełny tekst źródłaBrown, 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.
Znajdź pełny tekst źródłaKelley, John A. Soil survey of Pike County, Kentucky. [Washington, D.C.]: The Service, 1990.
Znajdź pełny tekst źródłaLove, Charles L. Soil survey of Pike County, Missouri. [Washington, D.C.?]: The Service, 1997.
Znajdź pełny tekst źródłaHendershot, R. L. Soil survey of Pike County, Ohio. [Washington, D.C.?]: The Service, 1990.
Znajdź pełny tekst źródłaStruben, Gary R. Soil survey of Pike County, Indiana. [Washington, D.C.?]: The Service, 1987.
Znajdź pełny tekst źródłaNeal, Harold B. Soil survey of Pike County, Alabama. [Washington, D.C.]: The Service, 1997.
Znajdź pełny tekst źródłaStruben, Gary R. Soil survey of Pike County, Illinois. [Washington, D.C.]: The Service, 1999.
Znajdź pełny tekst źródłaShamsher, 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.
Znajdź pełny tekst źródłaMoore, 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.
Znajdź pełny tekst źródłaMoore, 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.
Znajdź pełny tekst źródłaLee, Myung Whan. End bearing capacity of a pile in cohesionless soils. Birmingham: University of Birmingham, 1987.
Znajdź pełny tekst źródłaPoulos, H. G. Design of slope stabilizing piles. [Sydney]: University of Sydney, Department of Civil Engineering, Centre for Geotechnical Research, 1999.
Znajdź pełny tekst źródłaPedro, 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.
Znajdź pełny tekst źródłaCochran, 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.
Znajdź pełny tekst źródłaCochran, 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.
Znajdź pełny tekst źródłaHaase, 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.
Znajdź pełny tekst źródłaAlban, 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.
Znajdź pełny tekst źródłaJorgensen, Jacques R. Foresters' primer in nutrient cycling. Asheville, N.C: U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.
Znajdź pełny tekst źródłaKrasiński, Adam. Pale przemieszczeniowe wkręcane: Współpraca z niespoistym podłożem gruntowym = Screw displacement piles : interaction with non-cohesive soil. Gdańsk: Wydawnictwo Politechniki Gdańskiej, 2013.
Znajdź pełny tekst źródłaUrzua, 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.
Znajdź pełny tekst źródłaUrzua, 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.
Znajdź pełny tekst źródłaAshour, 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.
Znajdź pełny tekst źródłaJorgensen, Jacques R. Foresters' primer in nutrient cycling. Asheville, N.C: U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1986.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaClayton, James L. Soil disturbance-tree growth relations in central Idaho clearcuts. [Ogden, UT]: U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1987.
Znajdź pełny tekst źródłaShorett, Alice. Soul of the city: The Pike Place Public Market. Seattle: University of Washington Press, 2008.
Znajdź pełny tekst źródłaMalanʹin, A. N. Ostrovnye bory Severnogo Kazakhstana: Pochvy i lesorastitelʹnye uslovii͡a︡. Alma-Ata: Izd-vo "Nauka" Kazakhskoĭ SSR, 1989.
Znajdź pełny tekst źródłaJames, 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.
Znajdź pełny tekst źródłaJames, 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.
Znajdź pełny tekst źródłaBassman, 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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