Rozprawy doktorskie na temat „Piling (Civil engineering)”
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Wong, Eric Yi-wai. "Behaviour of large-diameter bored pile groups with defects /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WONG.
Pełny tekst źródłaLam, Joley. "Termination criteria for high-capacity jacked and driven steel H-piles in Hong Kong". View the Table of Contents & Abstract, 2007. http://sunzi.lib.hku.hk/hkuto/record/B38027811.
Pełny tekst źródłaTam, Sze-yuen. "A case study of site investigation for piling in karstic bedrock at Yuen Long, Hong Kong". Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B43894628.
Pełny tekst źródłaWong, Man-kie. "A study of capacity predictions for driven piles by dynamic pile testing". Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37106120.
Pełny tekst źródłaLuk, Ka-sing. "Design and construction related defects of large diameter bored piles, prevention and remedial measures". Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B42577652.
Pełny tekst źródłaChan, Fai. "Termination criteria for and behaviour of jacked piles in completely decomposed granite /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20CHANF.
Pełny tekst źródłaShek, Man Pong. "Driveability and performance of long driven piles founded in saprolites /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20SHEK.
Pełny tekst źródłaChoi, Sin Yi. "Improving termination criteria for press-in pile construction focusing on setup effects and cyclic loading effects /". View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20CHOI.
Pełny tekst źródłaChan, Chung Yie. "Centrifuge modelling of behaviour of piles in consolidating ground /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20CHAN.
Pełny tekst źródłaIncludes bibliographical references (leaves 180-185). Also available in electronic version. Access restricted to campus users.
Cheng, Chin Pang. "Designing the depth of reinforced concrete rigid-pile caps for tall buildings /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20CHENG.
Pełny tekst źródłaWong, Ming Hoi. "Investigation of capacity, interactions and failure criteria of jacked pile groups in sand by centrifuge modelling /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WONGM.
Pełny tekst źródłaIncludes bibliographical references (leaves 146-151). Also available in electronic version. Access restricted to campus users.
Yung, Keung-Shing. "Piling design and construction in Hong Kong". Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B4257609X.
Pełny tekst źródłaSu, Dong. "Centrifuge investigation on responses of sand deposit and sand-pile system under multi-directional earthquake loading /". View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20SU.
Pełny tekst źródłaWang, Yaohui. "Behavior of socketed steel H-piles". Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B36761400.
Pełny tekst źródłaWang, Yaohui, i 王耀輝. "Behavior of socketed steel H-piles". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B36761400.
Pełny tekst źródłaLam, Joley, i 林早妮. "Termination criteria for high-capacity jacked and driven steel H-pilesin Hong Kong". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B38346461.
Pełny tekst źródłaWong, Man-kie, i 黃文基. "A study of capacity predictions for driven piles by dynamic pile testing". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37106120.
Pełny tekst źródłaXu, Yao. "Calibration of settlement analysis models for single piles and pile groups /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20XUY.
Pełny tekst źródłaChu, Lai Fan. "Calibration of design methods for large-diameter bored piles for limit state design code development /". View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20CHU.
Pełny tekst źródłaChu, Kei Hong. "Verticality effect and performance of very long driven piles /". View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20CHU.
Pełny tekst źródłaYiu, Wai-kei Ricky. "Mini piles design and construction in current engineering practice". View the Table of Contents & Abstract, 2001. http://sunzi.lib.hku.hk/hkuto/record/B3010757X.
Pełny tekst źródłaDeLano, John Gordon. "Behavior of Pile-Supported Integral Abutments at Bridge Sites with Shallow Bedrock". Fogler Library, University of Maine, 2004. http://www.library.umaine.edu/theses/pdf/DeLanoJG2004.pdf.
Pełny tekst źródłaLuk, Ka-sing, i 陸家聲. "Design and construction related defects of large diameter bored piles,prevention and remedial measures". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B42577652.
Pełny tekst źródłaYung, Keung-Shing, i 翁強盛. "Piling design and construction in Hong Kong". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B4257609X.
Pełny tekst źródłaYu, Feng. "Behavior of large capacity jacked piles Da he zai jing ya zhuang de ji li /". Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B31450866.
Pełny tekst źródłaWang, Dong. "Investigation of laterally loaded pile in sands using DEM". Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586268.
Pełny tekst źródłaDavies, Michael Paul. "Predicting axially and laterally loaded pile behaviour using in-situ testing methods". Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26689.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
She, Jairus Lai Yan. "Prediction of P-Y curves from finite element analyses". Thesis, University of British Columbia, 1986. http://hdl.handle.net/2429/26736.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Dewberry, Gregory Jack. "Use of low-strain dynamic tests to estimate the performance of axially loaded piles". Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/21271.
Pełny tekst źródłaSo, Hin-ting Simon, i 蘇顯庭. "Comparison of pile loading test results of instrumented frictional H-piles with predictions from classical theory of pile capacityequations". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B30431657.
Pełny tekst źródłaYu, Feng, i 俞峰. "Behavior of large capacity jacked piles=". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B31450866.
Pełny tekst źródłaLee, Wai-cho, i 李偉祖. "A numerical investigation of reduction in capacity of driven H-piles due to deviations from vertical". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B42577639.
Pełny tekst źródłaNg, Kwok-chu David. "Large diameter pile load tests in Hong Kong : a contractor's perspective /". Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B42577226.
Pełny tekst źródłaLee, Wai-cho. "A numerical investigation of reduction in capacity of driven H-piles due to deviations from vertical". Click to view the E-thesis via HKUTO, 2004. http://sunzi.lib.hku.hk/hkuto/record/B42577639.
Pełny tekst źródłaGuo, Dajiang. "Infinite layer method and its application to the analysis of pile systems /". [Hong Kong : University of Hong Kong], 1988. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12361343.
Pełny tekst źródłaTam, Sze-yuen, i 譚思遠. "A case study of site investigation for piling in karstic bedrock at Yuen Long, Hong Kong". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2001. http://hub.hku.hk/bib/B43894628.
Pełny tekst źródłaOoi, Lean Hock. "The interface behaviour of socketed piles". Thesis, The University of Sydney, 1989. http://hdl.handle.net/2123/5408.
Pełny tekst źródłaChan, Sze Ho. "Negative skin friction on piles in consolidating ground /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20CHAN.
Pełny tekst źródłaKong, Linggang. "Behaviour of pile groups subjected to torsion /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20KONG.
Pełny tekst źródłaShu, Shanzhi. "Sand state and performance analysis of micropiles". Online access for everyone, 2005. http://www.dissertations.wsu.edu/Dissertations/Fall2005/s%5Fshu%5F121005.pdf.
Pełny tekst źródłaNg, Kwok-chu David, i 吳國柱. "Large diameter pile load tests in Hong Kong: a contractor's perspective". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B42577226.
Pełny tekst źródłaYu, Zhenxiong, i 余振雄. "Behavior of a piled cap foundation under a vertical loading". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47849861.
Pełny tekst źródłapublished_or_final_version
Civil Engineering
Master
Master of Philosophy
Wang, Shenzhi, i 王慎之. "Field monitoring and numerical analysis on piled-raft foundation : case study". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/209499.
Pełny tekst źródłapublished_or_final_version
Civil Engineering
Master
Master of Philosophy
Sears, Brian K. "Pile downdrag during construction of two bridge abutments /". Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2638.pdf.
Pełny tekst źródłaDithinde, Mahongo. "Characterisation of model uncertainty for reliability-based design of pile foundations". Thesis, Stellenbosch : Stellenbosch University, 2007. http://hdl.handle.net/10019.1/21612.
Pełny tekst źródłaENGLISH ABSTRACT: To keep pace with international trends, the introduction of geotechnical limit state design in South Africa is inevitable. To pave the way for implementation of limit state pile design in the country, the study quantifies model uncertainty in the classic static pile design formula under the Southern African geologic environment. The generated model uncertainty statistics are used to calibrate partial resistance factors in a reliability-based design framework. A series of pile performance predictions by the static formula are compared with measured performances. To capture the distinct soil types for the geologic region of Southern Africa as well as the local pile design and construction experience base, pile load tests and associated geotechnical data from the Southern African geologic environment are used. The methodology of collecting, compiling, and analyzing the pile load tests to derive the measured ultimate pile capacities is described. To facilitate the computation of the theoretical capacities, the site specific geotechnical data in the database are transformed to the desired engineering soil properties through well established empirical correlations. For a given pile test case, model uncertainty is presented in terms of a model factor computed as the ratio of the measured to the theoretical capacity, leading to n realisations of the model factor. To facilitate further interpretation and generalisation of the model factor realisation data, statistical analysis is carried out. The statistical analysis comprises of graphical representation by histograms, outliers detection and correction of erroneous values, and using the corrected data to compute the sample moments (mean, standard deviations, skewness and kurtosis) needed in reliability analysis. The analyses demonstrate that driven piles depict higher variability compared to bored piles irrespective of materials type. Furthermore, for a given pile installation method (driven or bored) the variability in non-cohesive materials is higher than that in cohesive materials. In addition to the above statistics, reliability analysis requires the theoretical probability distribution for the random variable under consideration. Accordingly it is demonstrated that the lognormal distribution is the most appropriate theoretical model for the model factor. Another key basis for reliability theory is the notion of randomness of the basic variables. To verify that the variation in the model factor is not explainable by deterministic variations in the database, an investigation of correlation of the model factor with underlying pile design parameters is carried out. It is shown that such correlation is generally weak. Correlation can have a significant impact on the calculated reliability index if not accounted for. Accordingly, the effects of the exhibited correlation is investigated through an approach based on regression theory in which systematic effects of design parameters are taken into account (generalised model factor). The model factor statistics from the conventional approach and those from the generalised model factor approach are used to determine reliability indexes implied by the current design practice. It is demonstrated that no significant improvement in values of the reliability indexes is gained by taking into account the effects of the weak correlation. The model factor statistics derived on the basis of the standard model factor approach are used to calibrate resistance factors. Four first order reliability methods are employed for the calibration of resistance factors. These include; the Mean Value First-Order Second Moment approach, an Approximate Mean Value First-Order Second Moment approach, the Advanced First-Order Second Moment approach using Excel spreadsheet, and the Advanced First-Order Second Moment approach (design point method). The resistance factors from the various calibration methods are presented for the target reliability index values of 2.0, 2.5, and 3.0. The analyses of the results demonstrate that for a given target reliability index, the resistance factors from the different methods are comparable. Furthermore, it is shown that for a given material type, the resistance factors are quite close irrespective of the pile installation method, suggesting differentiation of partial factors in terms of materials types only. Finally, resistance factors for use in probabilistic limit state pile design in South Africa are recommended.
AFRIKAANSE OPSOMMING: Ten einde in pas te bly met internasionale neigings, is dit onafwendbaar dat geotegniese limietstaat-ontwerp in Suid Afrika ingevoer word. Ter voorbereiding vir die plaaslike toepassing van limietstaatontwerp op heipale, kwantifiseer hierdie ondersoek onsekerheid rondom die model vir klassieke statiese heipaalontwerpformules in die Suid Afrikaanse geologiese omgewing. Die statistiek van modelonsekerheid wat gegenereer is, word gebruik om parsiële weerstandsfaktore in ’n betoubaarheid-gebasseerde ontwerpraamwerk te kalibreer. ’n Reeks voorspellings van die gedrag van heipale volgens die statiese formules word vergelyk met die gemete gedrag. Om die kenmerkende grond-tipes in die geologiese gebied van Suidelike Afrika sowel as die plaaslike ondervinding met heipaalontwerp en - konstruksie vas te lê, word heipaaltoetse en die gassosieerde geotegniese data vanuit hierdie geologiese omgewing gebruik. Die metodiek vir die versameling, saamstelling en analise van heipaaltoetse om uiterste kapasiteite daarvan te bepaal, word beskryf. Terreinspesifieke geotegniese data in die databasis word getransformeer na die vereisde ingenieurseienskappe volgens gevestigde empiriese korrelasies. Vir ’n gegewe heipaaltoets word modelonsekerheid weergegee in terme van ’n modelfaktor wat bereken word as die verhouding van die gemete tot die teoretiese kapasiteit waaruit n uitkomstes van die modelfaktor dus gegenereer word. Om verdere interpretasie en veralgemening van die modelfaktordata te vergemaklik, word ’n statistiese analise daarop uitgevoer. Die statistiese analise bestaan uit grafiese voorstellings deur middel van histogramme, uitkenning van uitskieters en verbetering van foutiewe waardes, waarna die statistiese momente (gemiddeld, standaardafwyking, skeefheid en kurtose) vir gebruik in betroubaarheidsanalise bereken word. Volgens die analises toon ingedrewe heipale ’n groter veranderlikheid as geboorde pale, ongeag die grondtipe. Verder is die veranderlikheid van heipale in kohesielose materiale hoër as in kohesiewe materiale, ongeag die installasiemetode (ingedrewe of geboor). Bykomend tot bogemelde statistiek, vereis betroubaarheidsanalise die teoretiese waarskynlikheidsdistribusie van die ewekansige veranderlike onder beskouing. Ooreenkomstig word illustreer dat die log-normale verspreiding die mees toepaslike verspreiding vir die modelfaktor is. ’n Verdere sleutelvereiste vir betroubaarheidsteorie is die mate van ewekansigheid van die basiese veranderlikes. Om te bepaal of die variasie in die modelfaktor nie deur deterministiese veranderlikes in die databasis verduidelik kan word nie, word ’n ondersoek na die korrelasie van die modelfaktor met onderliggende heipaalontwerpfaktore uitgevoer. Sodanige korrelasie is in die algemeen as laag bevind. Korrelasie kan ’n belangrike invloed op die berekende betroubaarheidsindeks hê indien dit nie in ag geneem word nie. Dienooreenkomstig word die effek van die getoonde korrelasie ondersoek met behulp van die metode van regressie-analise waarin sistematiese effekte van ontwerpparameters in berekening gebring word (veralgemeende modelfaktor). Die modelfaktorstatistiek wat volg uit die konvensionele benadering en dié van die veralgemeende benadering word gebruik om betroubaarheidsindekse te bepaal wat deur die bestaande ontwerppraktyk geïmpliseer word. Die bevinding is dat daar nie ’n noemenswaardige verbetering in die waardes van die betroubaarheidsindekse is wanneer die effek van die swak korrelasie in berekening gebring word nie. Die statistiek van die modelfaktor wat afgelei is volgens die standaardbenadering word gebruik om die weerstandsfaktore te kalibreer. Vier eerste-orde betroubaarheidsmetodes word gebruik om die weerstandsfaktore te kalibreer, naamlik die Gemiddelde Waarde Eerste-Orde Tweede Moment benadering, die Benaderde Gemiddelde Waarde Eerste-Orde Tweede Moment benadering, die Gevorderde Eerste-Orde Tweede Moment benadering waarin ’n Excel sigblad gebruik word en die Gevorderde Eerste-Orde Tweede Moment benadering (die ontwerppuntmetode). Die weerstandsfaktore vanaf die verskillende kalibrasiemetodes word weergegee vir waardes van 2.0, 2.5 en 3.0 van die teikenbetroubaarheidsindeks. ’n Ontleding van die resultate toon dat vir ’n gegewe teiken betroubaarheidsindeks die weerstandsfaktore vanaf die verskillende metodes vergelykbaar is. Verder word getoon dat vir ’n gegewe grondsoort, die weerstandsfaktore vir verskillende metodes van installasie van die heipaal nie veel verskil nie. Dit wil dus voorkom asof parsiële faktore in terme van die grondsoort uitgedruk kan word. Ten slotte word weerstandsfaktore vir gebruik in plastiese limietstaatontwerp van heipale in Suid Afrika aanbeveel.
Ng, Tsz Man. "Optimization of pile group foundations in non-linear soil using hybrid genetic algorithms /". View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20NG.
Pełny tekst źródłaSo, Kong-On. "Performance of high capacity long driven H-piles in weathered soils /". View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20SO.
Pełny tekst źródłaYan, Li. "Hydraulic gradient similitude method for geotechnical modelling tests with emphasis on laterally loaded piles". Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/31899.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Hill, Jacob Wayne. "Evaluation of load tests for driven piles for the Alabama Department of Transportation". Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/HILL_JACOB_38.pdf.
Pełny tekst źródłaMu, Feng. "Analysis and prediction of the axial capacity and settlement of displacement piles in sandy soil". Click to view the E-thesis via HKUTO, 2007. http://sunzi.lib.hku.hk/HKUTO/record/B39558988.
Pełny tekst źródła