Rozprawy doktorskie na temat „Soils – Testing”
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Mobley, Thomas Jackson Melville Joel G. "Erodibility testing of cohesive soils". Auburn, Ala, 2009. http://hdl.handle.net/10415/1776.
Pełny tekst źródłaFinke, Kimberly Ann. "Piezocone penetration testing in Piedmont residual soils". Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/21452.
Pełny tekst źródłaLam, Yuk-ming. "Automation in soil testing /". [Hong Kong] : University of Hong Kong, 1990. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12973233.
Pełny tekst źródłaChen, Chien-chang. "Shear induced evolution of structure in water-deposited sand specimens". Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/22724.
Pełny tekst źródłaTomlinson, Harry M. Jr. "High pressure pressuremeter equipment modifications and software development for improved testing capabilities in Piedmont residual soils". Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19968.
Pełny tekst źródłaAbdulla, Ali Abdulhussein 1967. "Testing and constitutive modeling of cemented soils". Diss., The University of Arizona, 1992. http://hdl.handle.net/10150/186066.
Pełny tekst źródłaLee, Jong-Sub. "High resolution geophysical techniques for small-scale soil model testing". Diss., Available online, Georgia Institute of Technology, 2004:, 2003. http://etd.gatech.edu/theses/available/etd-04052004-180045/unrestricted/lee%5Fjong-sub%5F200312%5Fphd.pdf.
Pełny tekst źródła林旭明 i Yuk-ming Lam. "Automation in soil testing". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1990. http://hub.hku.hk/bib/B31209774.
Pełny tekst źródłaMilstone, Barry Scott. "Effects of nonhomogeneous cementation in soils on resistance to earthquake effects". Thesis, Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/77896.
Pełny tekst źródłaMaster of Science
Burns, Susan Elizabeth. "Development, adaptation, and interpretation of cone penetrometer sensors for geoenvironmental subsurface characterization". Diss., Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/23358.
Pełny tekst źródłaFan, Tailin. "Multi-plate penetration tests to determine soil stiffness moduli". Thesis, McGill University, 1985. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63172.
Pełny tekst źródłaTroost, Jan J. "Factors influencing laboratory vibratory compaction". Master's thesis, University of Cape Town, 1987. http://hdl.handle.net/11427/17651.
Pełny tekst źródłaThe thesis consists of a literature review and a limited experimental investigation in a soils laboratory. The objective of the literature review is to determine what standard laboratory test methods based on vibration exist for the control of compaction, to what soil types these tests are applicable and what the factors are which affect laboratory vibratory compaction. The study revealed that extensive research has been carried out in the USA and Europe, where standard laboratory compaction tests exist for the determination of the maximum dry density of cohesionless, free-draining soil. The US methods are based on the use of a vibratory table, while the European practice is based on the use of a vibratory tamper. No standard tests appear to exist for soil exhibiting cohesion, though limited research has been carried out in the USA into the behaviour of such soils under laboratory vibratory compaction. The factors; frequency, amplitude, mould size and shape surcharge intensity and manner of application, soil type, time of vibration, number of layers and moisture content are all reported to have an effect on the maximum dry density achievable. It has been recognised that significant interaction occurs between the factors affecting vibratory compaction, but the extent of the interaction appears to be only partly understood. The objective of the limited experimental program was to determine whether a specific graded crushed stone could be compacted to Modified AASHTO maximum dry density with a laboratory vibratory compaction technique using a vibratory table, and how this could best be achieved. The effects on dry density of changing the frequency, the time of vibration, mould size, surcharge pressure, grading and moisture content were investigated. It is concluded that the graded crushed stone in question can be compacted to Mod. AASHTO maximum dry density but that before reliable reproducible results can be achieved with this type of test further work is necessary. Such research should be aimed at investigating the interaction effect between the amplitude of vibration, the soil type and the type and intensity of the applied surcharge pressure.
Davison, L. R. "Continuous loading consolidation tests on soils". Thesis, University of the West of England, Bristol, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234804.
Pełny tekst źródłaLee, Say Yong. "Centrifuge modelling of cone penetration testing in cohesionless soils". Thesis, University of Cambridge, 1990. https://www.repository.cam.ac.uk/handle/1810/250983.
Pełny tekst źródłaValdés, Julio R. "Simultaneous determination of frequency dependent modulus and damping from resonant column tests". Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20169.
Pełny tekst źródłaSutterer, Kevin Gerard. "Undisturbed sampling of cohsionless soils using polymer impregnation". Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/19302.
Pełny tekst źródłaKates, Gina L. "Development and implementation of a seismic flat dilatometer test for small-and high-strain soil properties". Thesis, Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/20234.
Pełny tekst źródłaPenumadu, Dayakar. "Strain rate effects in pressuremeter testing and neural network approach for soil modeling". Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/19007.
Pełny tekst źródłaEid, Walid Khaled. "Scaling effect in cone penetration testing in sand". Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49849.
Pełny tekst źródłaPh. D.
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Barzegar, Abdolrahman. "Structural stability and mechanical strength of salt-affected soils". Title page, contents and abstract only, 1995. http://web4.library.adelaide.edu.au/theses/09PH/09phb296.pdf.
Pełny tekst źródłaParathiras, Vasilis. "Stress-density relationships for an agricultural soil". Thesis, Virginia Tech, 1987. http://hdl.handle.net/10919/40978.
Pełny tekst źródłaTriaxial tests under high loading rates and different confining pressures simulate the multi-pass effect of a tractor wheel loading on the soil. A volume measuring technique was developed to be used in triaxial tests conducted under high loading rates.
A sandy clay agricultural soil was tested under predetermined conditions using an INSTRON loading frame, a differential pressure transducer and an APPLE Il + microcomputer. A preliminary analysis indicated that the measuring technique that was developed, was capable of recording volume changes under high loading rates. Stress-density plots were created using the obtained data and a mathematical model was developed relating stress to density. Stress-strain data was used to evaluate the soil parameters under the Mohr-Coulomb failure criteria. Furthermore, the influence of the initial soil density on the soil behavior was evaluated and subsequently compared to the results of a similar study conducted under a different initial density.
Master of Science
Maqubela, Mfundo Phakama. "Bioconditioning and nitrogen fertility effects of selected cyanobacteria strains on two degraded soils in the Eastern Cape Province, South Africa". Thesis, University of Fort Hare, 2009. http://hdl.handle.net/10353/558.
Pełny tekst źródłaBrandon, Joseph Robert. "Constitutive relationships for agricultural soils". Thesis, Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/101160.
Pełny tekst źródłaM.S.
Jain, S. K. "Analysis of the pressuremeter test by FEM formulation of the elasto-plastic consolidation". Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/53881.
Pełny tekst źródłaPh. D.
Brown, Michael John. "The rapid load testing of piles in fine grained soils". Thesis, University of Sheffield, 2004. http://etheses.whiterose.ac.uk/10268/.
Pełny tekst źródłaArmaleh, Sonia Hanna. "Modelling including testing of cohesionless soils using disturbed state concept". Diss., The University of Arizona, 1990. http://hdl.handle.net/10150/185166.
Pełny tekst źródła趙仲輝 i Chung-fai Chiu. "A modified flat dilatometer for field measurement of non-linear soil behaviour at small strains". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1996. http://hub.hku.hk/bib/B31212992.
Pełny tekst źródłaCasey, Thomas J. "Shear wave data collection in mid America using an automated surface source during seismic cone testing". Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/32804.
Pełny tekst źródłaReid, Richard A. "Triaxial permeability device". Thesis, Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/20036.
Pełny tekst źródłaTsang, Clifford Hing-Cheung. "Research dilatometer testing in sands and in clayey deposits". Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26749.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Junaideen, Sainulabdeen Mohamed. "Failure of saturated sandy soils due to increase in pore water pressure". Thesis, Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B30708540.
Pełny tekst źródłaLiao, Chung-Lon. "Applications of cone, vane and vane-cone to predict stress-strain behaviour of unsaturated cohesive soil". Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=72788.
Pełny tekst źródłaWilson, John Michael Richford. "A theoretical and experimental investigation into the dynamic behaviour of soils". Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.236126.
Pełny tekst źródłaCheng, Hung-wai Gary, i 鄭雄偉. "Analysis of self-boring pressuremeter tests: a case study from Wanchai reclamation site". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B42577573.
Pełny tekst źródłaZavoral, Dan. "Dynamic properties of an undisturbed clay from resonant column tests". Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30144.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Hegazy, Yasser Ali. "Delineating geostratigraphy by cluster analysis of piezocone data". Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/20506.
Pełny tekst źródłaRevanasiddappa, K. "Collapse Behaviour Of Red Soils Of Bangalore District". Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/220.
Pełny tekst źródłaJeyakanthan, Velautham Engineering & Information Technology Australian Defence Force Academy UNSW. "Electro-osmotic stabilisation of soft soils : a numerical approach". Awarded by:University of New South Wales - Australian Defence Force Academy. Engineering & Information Technology, 2009. http://handle.unsw.edu.au/1959.4/44101.
Pełny tekst źródłaAl-Ghanem, Abdulhakim M. F. "AN EVALUATION OF SELECTED TEST VARIABLES ON STRAIN RATE FOR DRAINED TRIAXIAL TESTING ON TAILINGS MATERIALS (SOIL MECHANICS)". Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275399.
Pełny tekst źródłaKatti, Dinesh Ramanath. "Modelling including associated testing of cohesive soil using disturbed state concept". Diss., The University of Arizona, 1991. http://hdl.handle.net/10150/185654.
Pełny tekst źródłaMayu, Philippe. "Determining parameters for stiff clays and residual soils using the self-boring pressuremeter". Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49859.
Pełny tekst źródłaPh. D.
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Kwiatkowski, Terese Marie. "The miniature electrical cone penetrometer and data acquisition system". Thesis, Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/90934.
Pełny tekst źródłaM.S.
Andrade, Marc-David. "Field testing of a biological system for reducing nitrate pollution". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0031/MQ50709.pdf.
Pełny tekst źródłaVenkataramanan, Chandrasekhar. "A system for data quality evaluation applied to borehole logs". Thesis, Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/19438.
Pełny tekst źródłaDarendeli, Mehmet Baris. "Development of a new family of normalized modulus reduction and material damping curves". Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3025211.
Pełny tekst źródłaLow, Han Eng. "Performance of penetrometers in deepwater soft soil characterisation". University of Western Australia. School of Civil and Resource Engineering, 2009. http://theses.library.uwa.edu.au/adt-WU2010.0008.
Pełny tekst źródłaMa, Chun Hung. "Signatures of acoustic emission and bond breakages in cemented sands /". View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20MA.
Pełny tekst źródłaGhafghazi, Mohsen. "Towards comprehensive interpretation of the state parameter from cone penetration testing in cohesionless soils". Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/34090.
Pełny tekst źródłaWehrle, Kathryn Marie. "Drained shear strength characteriestics of an argillaceous residuum from weathered mudstone". Thesis, Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/19905.
Pełny tekst źródłaDove, Joseph E. "The design and construction of a large plane strain apparatus for testing reinforced soil specimens". Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/101270.
Pełny tekst źródłaM.S.