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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
301

Tensile strength of remoulded soils

唐玉麟, Tong, Yuk-lun. January 1966 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
302

The compressibility of soil under constant stress ratios

羅文雄, Law, Man-hung. January 1972 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
303

Probabilistic aspects of slope stability

謝飛雄, Tse, Fai-hung. January 1976 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
304

Effectiveness of horizontal drains in slope stability

何旅碧, Ho, Lui-pik, Pinky. January 2008 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
305

A study of the stress and strain relationships in heterogeneous soils

陸宏廣, Luk, Wang-kwong. January 1968 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
306

Project report on direct shear tests for rock joints

Cheng, Pei-fen, Caral, 鄭佩芬 January 2002 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
307

Complete stress-strain behavior for shear failure of rocks

Zhou, Guolin, 周國林 January 1999 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
308

Numerical computations on free-surface flow

陳彤{272b21}, Chen, Tong. January 1999 (has links)
published_or_final_version / Mechanical Engineering / Doctoral / Doctor of Philosophy
309

Effects of seepage on soil behavior

Lam, Ting-hong., 林廷康. January 2010 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
310

Computational modelling of turbulent swirling flows with second-moment closures

Fu, Song January 1988 (has links)
This work focuses on the simulation of turbulent swirling flows within the framework of second-moment closure. The main objectives are to assess the performance of currently available turbulence models in predicting such flows, and to develop new closure models which would further enhance current predictive ability, and hence, to provide a reliable turbulence model for engineering applications that would help the design process and reduce the development costs of industrial combustion systems. Attention is confined to isothermal flows, and predictions have been carried out for three major swirling cases: a weakly and a strongly swirling free jet and a confined strongly swirling flow in which an annular swirling stream is discharged together with a non-swirling central jet into a suddenly enlarging circular chamber. In the last case, mass transfer has also been examined by predicting the behaviour of an inert scalar tracer with which the central jet has been laced. The existing turbulence models examined are the standard versions of the k — e Boussinesq-viscosity model, the algebraic stress closure and the differential stress closure (BVM, ASM and DSM, respectively), as well as modified ASM and DSM variants. One outcome of this study is that neither the standard versions of the BVM, ASM and DSM nor their previously modified forms examined here predict adequately swirling-flow behaviour. An important conclusion emerging from preliminary efforts has been that the algebraic approximation of stress transport in terms of the transport of turbulence energy—which is a widely used practice—is fundamentally flawed in the presence of swirl. Specifically, the method returns a physically unrealistic behaviour of the normal stresses. It is this conclusion which eventually led to the ASM methodology being discarded and to the exclusive use of the differential methodology. Within the framework of differential closures, two new pressure-strain models have been proposed, namely the Isotropization of Production and Convection Model (IPCM) and the Cubic Quasi-Isotropic Model (CQIM). The former emerged as an extension of the standard DSM approach with the inclusion of the convection tensor into the turbulence isotropization mechanism, whereas the latter follows from a more rational and fundamental approach in which non-linear anisotropy effects have been incorporated, with the resulting model made to satisfy the limit of two-dimensional turbulence. Comparisons between predicted solutions and measurements for swirling flow show that the IPCM produces a marked improvement over all the other models considered, while it does not significantly alter the behaviour of the standard stress closure in non-swirling conditions. Only very limited improvement is achieved by the CQIM, however, despite its success in predicting nearly homogeneous shear flows. The merits and weaknesses of all the models examined are discussed in detail, and the IPCM is recommended as the best approach for predictions of swirling flows. Within the study of the confined case, considerations were extended to the modelling of scalar transport by a second-moment flux closure, and comparisons are made between eddy-diffusivity and flux-closure calculations and experimental data. Computational results show that the distribution of the scalar field is primarily governed by aero-dynamic features. There are indications, however, that the flux model is superior to the eddy-diffusivity model.

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