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Gotowe bibliografie tematyczne / Piling (Civil engineering) / Rozprawy doktorskie

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Rozprawy doktorskie na temat „Piling (Civil engineering)”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 31 lipca 2024

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1

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.

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Lam, 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.

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3

Tam, 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.

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4

Wong, 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.

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5

Luk, 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.

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6

Chan, 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.

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7

Shek, 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.

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8

Choi, 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.

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9

Chan, 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.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 180-185). Also available in electronic version. Access restricted to campus users.

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10

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.

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11

Wong, 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.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 146-151). Also available in electronic version. Access restricted to campus users.

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12

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.

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13

Su, 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.

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14

Wang, Yaohui. "Behavior of socketed steel H-piles." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B36761400.

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15

Wang, Yaohui, and 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.

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16

Lam, Joley, and 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.

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17

Wong, Man-kie, and 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.

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18

Xu, 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.

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19

Chu, 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.

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20

Chu, 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.

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21

Yiu, 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.

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22

DeLano, 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.

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23

Luk, Ka-sing, and 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.

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24

Yung, Keung-Shing, and 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.

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25

Yu, 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.

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26

Wang, Dong. "Investigation of laterally loaded pile in sands using DEM." Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586268.

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27

Davies, 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.

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The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional methods of data collection and subsequent analyses are frequently in error when compared to full-scale, load tests. In-situ testing, using advanced electronic tools, provides a means by which representative field data may be obtained. This study investigates the use of such in-situ data in predicting axially loaded pile capacity and laterally loaded pile load-deflection behaviour. A total of twelve static axial pile capacity methods were evaluated to predict the results obtained from eight full-s

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28

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.

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The prediction of P-Y curves for undrained clay and sand based on the results of finite element analyses is presented in this thesis. A higher-ordered finite element program was used in the analyses. The ability of the program to accurately model the undrained soil condition was verified by comparing predicted load-deflection responses with closed form solutions for the cylindrical cavity expansion problem. Pressuremeter curves were predicted from plane strain axisymmetric finite element analyses. The effect of pressuremeter size on the predicted results was examined. P-Y curves were predic

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29

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.

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30

So, Hin-ting Simon, and 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.

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31

Yu, Feng, and 俞峰. "Behavior of large capacity jacked piles=." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2004. http://hub.hku.hk/bib/B31450866.

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32

Lee, Wai-cho, and 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.

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33

Ng, 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.

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34

Lee, 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.

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35

Guo, 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.

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36

Tam, Sze-yuen, and 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.

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37

Ooi, Lean Hock. "The interface behaviour of socketed piles." Thesis, The University of Sydney, 1989. http://hdl.handle.net/2123/5408.

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38

Chan, 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.

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39

Kong, 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.

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40

Shu, Shanzhi. "Sand state and performance analysis of micropiles." Online access for everyone, 2005. http://www.dissertations.wsu.edu/Dissertations/Fall2005/s%5Fshu%5F121005.pdf.

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41

Ng, Kwok-chu David, and 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.

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42

Yu, Zhenxiong, and 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.

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Hong Kong is a small city with a dense population. Due to limited land resources and dense population, skyscrapers are built to meet the commercial and residential needs. To fulfill the functional requirements, the superstructure is usually supported by piles through a thick cap. A bored pile foundation is one of the most common deep foundation systems with a high capacity adopted in Hong Kong. Most of those piles are founded on Grade III or better rock. However, as lack of field experience and high quality database, the behavior of such pile foundation system is still unclear. These b

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43

Wang, Shenzhi, and 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.

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This thesis presents the result of detailed back-analysis, using three-dimensional finite-element analysis, of the instrumented piled-raft foundation in monitoring site. The piled-raft foundation is a composite foundation structure that consisting of piles, raft and surrounding soils acting as a whole system. To check the reliability of soil taking load under the raft and obtain a reasonable value of load proportion taken by piles for the soil conditions in Hong Kong, a piled-raft foundation was partially instrumented in the monitoring site. The pile head loading, raft-soil contact pressure

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44

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.

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45

Dithinde, Mahongo. "Characterisation of model uncertainty for reliability-based design of pile foundations." Thesis, Stellenbosch : Stellenbosch University, 2007. http://hdl.handle.net/10019.1/21612.

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Dissertation (PhD)--University of Stellenbosch, 2007.<br>ENGLISH 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

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46

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.

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47

So, 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.

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48

Yan, 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.

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A study has been undertaken to evaluate and apply the hydraulic gradient similitude method to geotechnical model testings. This method employs a high hydraulic gradient across granular soils to effectively increase self-weight stresses in the model. Testing principle and procedures are presented, and the factors affecting test results discussed. An apparatus (UBC-HGST) using this testing principle has been developed. Three applications are presented in which the hydraulic gradient similitude method is evaluated, and the existing concepts and methods of analysis for the problems studied are

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49

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.

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50

Mu, 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.

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