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Reeves, Bryan Anthony. "Slope stability radar /". [St. Lucia, Qld.], 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17049.pdf.
Pełny tekst źródłaLarsson, Martin. "Road Slope Estimation". Thesis, Linköping University, Automatic Control, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-53884.
Pełny tekst źródłaKnowledge about the current road slope can improve several applications in a heavy-duty vehicle such as predictive cruise control and automated gearbox control. In this thesis the possibility of estimating the road slope based on signals from a vehicles air suspension system has been studied. More specifically, the measurement consists of a pressure signal measuring the axle load, and a vertical distance sensor.
A variety of suspension systems can be mounted on a Scania truck. During this thesis, two discrete-time models based on two different rear axle air suspension systems have been proposed. The models use the effect of alternating axle load during a change in the road slope and the estimates are computed using an extended Kalman filter.
The first model is based on a rear axle suspension known as the 2-bellow system. This type of suspension is strongly affected by the driveshaft torque, which results in a behaviour where the rear end is pushed upwards and thus decreasing the rear axle load during uphill driving. A model was developed in order to compensate for this behaviour. Unfortunately, the estimates showed less promising results and all attempts to determine the error was unsuccessful.
The latter model is based on the 4-bellow system. This suspension system is not affected by the driveshaft torque and a less complex model could be derived. The experimental results indicated that road slope estimation was possible and with a fairly accurate result. However, more work is needed since the estimate is affected by road surface irregularities and since the algorithm requires knowledge about the vehicles mass and the location of the centre of gravity.
All the presented results have been estimated based on real data from a test track at Scania Technical Centre in Södertälje.
Firat, Seyhan. "Critical assessment of existing slope stability formulae and application to slope stabilisation". Thesis, University of South Wales, 1998. https://pure.southwales.ac.uk/en/studentthesis/critical-assessment-of-existing-slope-stability-formulae-and-application-to-slope-stabilisation(339ddd93-e0c1-466d-8278-143beca4fb20).html.
Pełny tekst źródłaTsaparas, Ilias. "Field measurement and numerical modelling of infiltration and matric suctions within slopes". Thesis, Durham University, 2002. http://etheses.dur.ac.uk/1715/.
Pełny tekst źródłaFitton, Timothy, i tfitton@hotmail com. "Tailings beach slope prediction". RMIT University. Civil, Environmental and Chemical Engineering, 2007. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20080212.120813.
Pełny tekst źródłaVanGilder, Joyce A. "Promenade Down the Slope". Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10002.
Pełny tekst źródłaMaster of Architecture
Habgood, Edward Leslie. "Along-slope and down-slope sediment transport proceses in the Gulf of Cadiz". Thesis, University of Southampton, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.273808.
Pełny tekst źródłaPedemonte, Aguilar Iván. "Evaluation of open pit slope deformation using novel numerical modeling software slope model". Tesis, Universidad de Chile, 2018. http://repositorio.uchile.cl/handle/2250/159333.
Pełny tekst źródłaA medida que las minas a cielo abierto crecen y se profundizan la estabilidad de sus taludes toma un papel importante y crítico, es por eso que la estimación previa del comportamiento de la roca en cada una de las etapas de la construcción de la mina es crucial para asegurar la estabilidad en el largo plazo. Una correcta estimación permite diseños más empinados, y una mejora en la ratio de remoción estéril/mineral, lo que debería reflejarse en el mejoramiento del VAN del proyecto. El objetivo de esta tesis es validar el nuevo software Slope Model, para el análisis de estabilidad de taludes, mediante la comparación de este con el software ya validado 3DEC. El fin del proyecto es mejorar el conocimiento respecto el comportamiento de macizos rocosos fracturados. En la actualidad existen diferentes programas de modelamiento numérico para la estimación del comportamiento de taludes mineros, los cuales van desde el método de equilibrio límite (LE) hasta enfoques matemáticos analíticos más complejos. La elección de usar un método u otro depende de varios factores como son el nivel de detalle que se le quiere dar a la zona a estudiar, las propiedades de las rocas y la cantidad de discontinuidades presentes. Los métodos utilizados más comunes son los continuos, discontinuos e híbridos. En el marco de los modelos discontinuos se observó que los softwares actuales no son capaces de reproducir la creación y propagación de nuevas fracturas mediante la rotura de roca intacta, hecho que si ocurre en la realidad. Por este motivo se eligió el nuevo software Slope Model (SM), de la empresa ITASCA, el cual sí reproduce dichos fenómenos, muy importantes para el estudio geotécnico del área analizada. Siendo SM un software en desarrollo, los resultados fueron comparados con un modelamiento usando el software 3DEC. En la presente tesis se llevó a cabo la representación simplificada de un talud de una mina ubicada en Chile. Utilizando los mismos parámetros de entrada, los resultados de SM representan correctamente los principales desplazamientos, habiendo diferencias en la magnitud de los valores. Los factores de seguridad obtenidos en SM son levemente menores que en 3DEC, lo que concuerda con la teoría ya que SM tiene la capacidad de representar la rotura de roca intacta y propagación de fracturas, resultando en una menor resistencia de la roca.
Presbitero, Alan Ludovice, i n/a. "Soil Erosion Studies on Steep Slopes of Humid-Tropic Philippines". Griffith University. Australian School of Environmental Studies, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20040906.151808.
Pełny tekst źródłaPresbitero, Alan Ludovice. "Soil Erosion Studies on Steep Slopes of Humid-Tropic Philippines". Thesis, Griffith University, 2003. http://hdl.handle.net/10072/366622.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Australian School of Environmental Studies
Faculty of Environmental Sciences
Full Text
Chandarana, Upasna Piyush, i Upasna Piyush Chandarana. "Optimizing Geotechnical Risk Management Analysis". Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625550.
Pełny tekst źródłaLay, Andrea N. "Neuromuscular Coordination during Slope Walking". Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7507.
Pełny tekst źródłaLuo, Zhiwen, i 罗志文. "City ventilation by slope wind". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46089962.
Pełny tekst źródłaKong, Lok-lam, i 江樂琳. "Community gardens on slope HK". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B50703596.
Pełny tekst źródłaAllen, Susan Elizaeth. "Rossby adjustment over a slope". Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292877.
Pełny tekst źródłaPeterson, Jennifer Lynn. "Probability analysis of slope stability". Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.
Pełny tekst źródłaTitle from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).
Kokesh, Christopher Michael. "Bio-engineering for land stabilization". Columbus, Ohio : Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1243971701.
Pełny tekst źródłaFranz, Juergen Mining Engineering Faculty of Engineering UNSW. "An investigation of combined failure mechanisms in large scale open pit slopes". Publisher:University of New South Wales. Mining Engineering, 2009. http://handle.unsw.edu.au/1959.4/43368.
Pełny tekst źródłaLeu, Matthias. "Breeding territory settlement patterns and mate choice in a monochromatic tyrannid flycatcher /". Thesis, Connect to this title online; UW restricted, 2000. http://hdl.handle.net/1773/5493.
Pełny tekst źródłaKwok, Sabastein Yih Feng. "Stochastic analysis of coupled surface and subsurface flow model in steep slopes for slope stability analysis /". View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20KWOK.
Pełny tekst źródłaIncludes bibliographical references (leaves 201-205). Also available in electronic version. Access restricted to campus users.
Mahajan, Virendra N., i Eva Acosta. "Wavefront analysis from its slope data". SPIE-INT SOC OPTICAL ENGINEERING, 2017. http://hdl.handle.net/10150/626489.
Pełny tekst źródłaBenko, Boris. "Numerical modelling of complex slope deformations". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq24004.pdf.
Pełny tekst źródłaWanstreet, Pinar. "Finite element analysis of slope stability". Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5480.
Pełny tekst źródłaTitle from document title page. Document formatted into pages; contains xii, 86 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 80-82).
Norris, J. E. "Root mechanics applied to slope stability". Thesis, Nottingham Trent University, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.505575.
Pełny tekst źródłaNg, Man-chung, i 吳敏聰. "Water infiltration in unsaturated soil slope". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B46599642.
Pełny tekst źródłaGogo-Abite, Ikiensinma. "SLOPE STABILITY OF LATERITE SOIL EMBANKMENTS". Master's thesis, University of Central Florida, 2005. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3487.
Pełny tekst źródłaM.S.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering
Gray, Thomas Edward. "Sedimentation at subaqueous breaks in slope". Thesis, University of East Anglia, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.410044.
Pełny tekst źródłaStevens, I. G. "Modelling pollutant dispersion and slope currents". Thesis, University of East Anglia, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372560.
Pełny tekst źródłaMathur, Priti. "A comparison of slope estimation methods". Thesis, Virginia Tech, 1991. http://hdl.handle.net/10919/41688.
Pełny tekst źródłaMaster of Science
Buckman, Maureen. "The significance of the alveolar slope". Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/844615/.
Pełny tekst źródłaBakhtiari, Siamak. "Stochastic finite element slope stability analysis". Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/stochastic-finite-element-slope-stability-analysis(c1b451d9-8bf6-43ff-9c10-7b5209fb45c1).html.
Pełny tekst źródłaWei, Yukun. "Slope stability assessment through field monitoring". Thesis, KTH, Jord- och bergmekanik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-239955.
Pełny tekst źródłaRATHORE, VISHAL. "SLOPE STABILITY AND FACTOR OF SAFETY ANALYSIS ON DIFFERENT REGION OF SOIL BY USING GEO STUDIO SLOPE/W SOFTWARE". Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18406.
Pełny tekst źródłaArmitage, Dominic Anthony. "High-resolution architectural evolution of depositional elements in deep-marine slope environments : the quaternary Niger delta slope, quaternary southwest grand banks slope, Canada, and Cretaceous Tres pasos formation, Chile /". May be available electronically:, 2009. http://proquest.umi.com/login?COPT=REJTPTU1MTUmSU5UPTAmVkVSPTI=&clientId=12498.
Pełny tekst źródłaYe, Brian, i Benny Tieu. "Implementation and Evaluation of a Recommender System Based on the Slope One and the Weighted Slope One Algorithm". Thesis, KTH, Skolan för datavetenskap och kommunikation (CSC), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-166438.
Pełny tekst źródłaRekommendationssystem används idag på många olika hemsidor, och är en mekanism som har syftet att, med noggrannhet, ge en personlig rekommendation av objekt till en mängd olika användare. Ett objekt kan exempelvis vara en film från Netflix. Syftet med denna rapport är att implementera en algoritm som uppfyller fem olika implementationsmål. Målen är enligt följande: algoritmen ska vara enkel att implementera, ha en effektiv tid på dataförfrågan, ge noggranna rekommendationer, sätta låga förväntningar hos användaren samt ska algoritmen inte behöva omfattande förändring vid alternering. Slope One är en förenklad version av linjär regression, och kan även användas till att rekommendera objekt. Genom att använda datamängden från Netflix Prize från 2009 och måttet Root-Mean-Square-Error (RMSE) som en utvärderare, kan Slope One generera en precision på 1.007 enheter. Den viktade Slope One, som tar hänsyn till varje föremåls relevans, genererar en precision på 0.990 enheter. När dessa två algoritmer kombineras, behövs inte större fundamentala ändringar i implementationen av Slope One. En rekommendation av något objekt kan genereras omedelbart med någon av de två algoritmerna, dock krävs det en förberäkningsfas i mekanismen. För att få en rekommendation av implementationen i denna rapport, måste användaren åtminstone ha värderat två objekt.
Catterlin, Richard. "Composition of Canyon-Slope Woodlands in Zoar Valley, Western New York, as Associated with Slope Orientation and Elevation". Youngstown State University / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1290094544.
Pełny tekst źródłaGales, Jenny Anne. "The geomorphology of Antarctic submarine slopes". Thesis, University of Manchester, 2013. https://www.research.manchester.ac.uk/portal/en/theses/the-geomorphology-of-antarctic-submarine-slopes(d117ad12-927b-44f1-bf67-d195e2fef51b).html.
Pełny tekst źródłaKertznus, Vanessa Raquel. "Stratigraphic development of delta-fed slope systems". Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources. Restricted: no access until Jul. 3, 2013, 2009. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=56267.
Pełny tekst źródłaKung, Johnson, i 拱祥生. "Rain-Induced Slope Stability of Unsaturated Soil Slope". Thesis, 1999. http://ndltd.ncl.edu.tw/handle/81992360256245498790.
Pełny tekst źródła國立臺灣科技大學
營建工程系
87
Classic soil mechanics has focused on the behavior of saturated soils. The shortcomings associated with classical soil mechanics are the lack of consideration of the behavior of unsaturated soils and the missing of a model for the moisture flux boundary condition imposed by climate conditions. However, many geotechnical problems involve unsaturated soils above the groundwater table. The objective of this research is to apply the principle of the unsaturated soil mechanics to study the rain-induced slope stability of unsaturated soil slope. This study has developed a set of the unsaturated soil triaxial apparatus which can conduct a series of the shear strength test of unsaturated soils. Considering the characteristics of unsaturated soils, slope stability analyses were carried out for the Linkou lateritic terrace. The results are as follows:(1)matric suction increases the shear strength of unsaturated soils and thus increase the factory of safety of the slope stability in the dry season; (2) rain infiltration results in the forming of a wetting band and reduction of matric suction, consequently, decreases the apparent cohesion of the unsaturated soil. Then, a shallow-type of failure would take place within the wetting zone. This study shows that slope surface protection that can prevent rain infiltrating is more effective than the horizontal drains for the unsaturated soil slope. Rain infiltration may saturate soil and decrease the apparent cohesion of unsaturated soil. Consequently, the slope may become unsable. The most effective way to prevent failure of unsaturated soil slope appears to be to protect the slope surface from excessive rain infiltration.
Lee, Wen Shyuan, i 李文玄. "interaction between tunnel under shallow slope and slope". Thesis, 1997. http://ndltd.ncl.edu.tw/handle/05156966125766884224.
Pełny tekst źródłaShields, Sara. "Slope: poems". Thesis, 2007. http://hdl.handle.net/1828/2235.
Pełny tekst źródłaGuo, Jun-Her, i 郭俊何. "Studies of the Slope Stability for Dip-Slope Development". Thesis, 2000. http://ndltd.ncl.edu.tw/handle/50608608723855091205.
Pełny tekst źródła國立臺灣科技大學
營建工程系
88
The development of slope communities is more complex than plain communities. The engineering influential factors for slope development includes the material properties, planning and designing consideration, groundwater treatment and erosion protection etc. The geological structure plays a key role for designing and construction. To achieve the aim of safety and economic for slope development, a better understanding how these engineering factors will influence is needed. The research focuses on the slope stability of the dip-slope which is easy to find in western Taiwan. The bedding plane between sandstone and shale was simulated in the study. The code UDEC was used for numerical simulation to analyze the dip-slope stability under various combination of engineering factors. The influence factors of slope development included the slope and height of the cut, the dip angle and shear strength parameters of bedding plane, spacing of joints, groundwater elevation, unit weight of the geological material. This study results showed that the fiction angle and the joint dip were two major factors for controlling the stability for slope development. Groundwater level also made a significant influence on slope instability under the same stratum. The factor of safety could increase if the anchor was used. The monitoring of landslide can be tracing the slip along the bedding plane.
Liu, Kuan-Lin, i 劉冠麟. "Slope stability analysis under extreme rainfall in slate slope". Thesis, 2018. http://ndltd.ncl.edu.tw/handle/7e8yj9.
Pełny tekst źródła國立高雄第一科技大學
營建工程系碩士班
106
With global warming and climate change issues, extreme rainfall events in the future may become the normal, causing severe disaster events will be more frequent. During the rainy season such as typhoon and heavy rain, severe rainfall often induces more serious slope disasters. Analysis of the devastating heavy rainfall in Taiwan in the past two decades, the occurrence of slope disasters is mostly caused by "excessive continuous rainfall" or "short-duration rainfall". For mild metamorphic slate, its erosion resistance is higher than that of mud or shale. However, the slate is easily split along its cleavage direction and turned into a finely- cut sheet. When subjected to long-term gravity and weathering, the material of shale will gradually become weaken and turn into creep. That is, during the deformation process of slate slope, joint fissures will gradually grow out. When the rainfall infiltration leads to groundwater level rise, the possibility of rock debris collapse will increase. In this study, high- risk areas with deep collapse were selected for analysis, taking Songmao Landslide area in Lishan District and Sinsing Landslide area in Jinfeng Township, Taitung County as examples. To simulate groundwater level rise caused by rainfall, this study conducted SEEP/W module of GeoStudio numerical software. The groundwater level monitoring data will be used for verification. Then, the SLOPE/W module of GeoStudio numerical software is used for slope stability analysis. Exploring the relationship between groundwater level rise and safety factor of slope is one of the main task in this study. The uncertainty of rainfall caused by extreme weather is researched herein. In this study, the design of rainfall patterns such as advanced, intermediated, delayed and uniform rainfalls models were simulated. This study tried to establish a deep- seated landslide disaster warning system. After simulation analysis and verification, the relationship between rainfall duration and accumulated rainfall and the relationship between the maximum groundwater level cumulative rainfall and water level elevation were proposed as the evaluation criteria. The relevant research results are as follows: (1) Relationship between rainfall duration (X) and cumulative rainfall (Y): When FS=1.05 of Songmao Landslide area, the upper bound is Y=-7.221*X+1844.052, and the lower bound Y=-7.221 *X+1630. The FS=1.0 of Sinsing Landslide area, Y=0.35*X+371.98; when FS=1.05, Y=0.021*X+143.56. (2) Relationship between cumulative rainfall at the highest groundwater level (X) and rise of groundwater level (Y): In Songmao Landslide area, the relationship of cumulative rainfall at the highest groundwater level and rise of groundwater level is Y=0.00387*X; and when Y=3m, FS=1.05; Y=6m, FS=1.0. In Sinsing Landslide area, the relationship is Y=0.00789*X; and when Y=1.0m, FS=1.05; Y=3.87m, FS=1.0.
DumsaneMhlongo, Bongane, i 龍明明. "Shaking Table Tests on Geosynthetic Reinforced Slopes -Effects of Slope Angles". Thesis, 2019. http://ndltd.ncl.edu.tw/handle/a7e4p9.
Pełny tekst źródła國立成功大學
土木工程學系
107
A total of six tests were carried out to investigate the effect of slope angles on the seismic behavior of geosynthetic-reinforced soil slopes. It was found that acceleration amplification depends mainly on the input predominant frequency of the earthquake and the variation of slope angles has relatively less significant effect. Acceleration amplification was found to change with elevation which is contrary to the uniform distribution of Am conventionally assumed in current reference design guides (i.e. Elias et al., 2001; NCMA., 2010). Slope displacements has proven to be largely controlled by the slope angle. Slope displacement increased with increase in slope steepness, irrespective of the input wave frequency used. The magnitude of critical acceleration (ay) detoriates with increase in slope steepness, suggesting that steeper slopes are most likely to fail at relatively small HPGA or ay values. Internal failure index has proven to be an important parameter to distinguish between overturning and bulging modes of failure.
Khan, Roshan. "Analysis of Different Slope Features and to Develop Stable Slope Models for Opencast Mine Using FLAC Slope". Thesis, 2016. http://ethesis.nitrkl.ac.in/8214/1/2016_MT_711MN1126_Analysis_of_different.pdf.
Pełny tekst źródłaChang, Shih-Hao, i 張世豪. "Numeric Analysis of Slope Stability at an Open Cut Slope". Thesis, 2011. http://ndltd.ncl.edu.tw/handle/uwetzr.
Pełny tekst źródła國立臺北科技大學
土木與防災研究所
99
The staggering price of a property in urban Taipei results in high efficiency of land use and extreme density of buildings. In light of the proximity of the foundations of most buildings to other buildings or underground utility and considering the soft and weak clay underlying the geologic formation of Taipei Basin, diaphragm wall is the preferred construction method for deep excavations, as to prevent inclining of or damage to neighboring structures due to soil decompression, excessive lateral displacement or ground settlement. Open cut slope is rarely seen as the foundation excavation method of choice in Taipei Basin. An open cut slope excavation at a site located in the Keelung River K1 zone north of Keelung River and south of Tatun volcano group was studied. PLAXIS, a 2D finite element analysis program, was combined with jobsite observation data for comparison and verification. With the comparison result mentioned above, the effects of changes in the depth of bedrock at the studied jobsite to the failure surface of the excavation were investigated. The predominant control factors were explored to find out the influence of these factors to the soil slide through the simulation of PLAXIS with the penetration depth of soldier piles, groundwater table and the location of strutting as the variables.
Chen, Kuo-Nan, i 陳國男. "Slope Stability Analysis and Slope Protection Method Using the Neural Network". Thesis, 2005. http://ndltd.ncl.edu.tw/handle/61692091943673676003.
Pełny tekst źródła國立成功大學
資源工程學系碩博士班
93
This paper presents a procedure of the slope stability analysis and slope protection method for soft rocks by using the back propagation neural network. The relationship between parameters of slope and slope stability analysis is often vague and less understood. Under these circumstances, back propagation neural network formalisms have an advantage in being able to learn and generalize from examples without knowledge of rules. The back propagation neural network is currently the most widely used algorithm for connectionist learning. This proposed method was used to predict the slope stability analysis and slope protection method for soft rocks of the No. 10 National Highway in southern Taiwan. In this paper, the slope stability analysis network architecture consists of seven neurons in the input layer, one hidden layers with fifteen neurons and five output neurons and the Sum Squared Relative Error (SSRE) reduced to 33.33% . The slope protection method network architecture consists of seven neurons in the input layer, one hidden layers with twelve neurons and five output neurons and the Sum Squared Relative Error (SSRE) reduced to 16.67% . The results show that the developed neural network model demonstrated a promising result and predicted the desired goal fairly successfully.
Lin, Wei-Chiao, i 林煒僑. "Studies of the Behavior of Excavating Dip Slope and Oblique Slope". Thesis, 2002. http://ndltd.ncl.edu.tw/handle/83507282627415656933.
Pełny tekst źródła國立臺灣科技大學
營建工程系
90
ABSTRACT The stability characterization is obviously different between excavating horizintal ground and slope, especially when various geologic structures exist. The instability mechanisms of rock slope become more complicated and difficultly to capture than soil slope does. Two-dimensional stability analyses with assuming slope behavior following plane strain or axial symmetry are common used in industry. However, the slope conditions encountered in Taiwan now is more complicated and can not be sufficiently predicted by traditional two-dimension analyses. Therefore, the three-dimensional numerical codes FLAC3D and 3DEC were used to generate different models in the research. The mechanical behavior of dip slope and oblique slope excavation were analyzed. The analytic results are shown as follows. (1) The deformation of rock slope with one joint during excavating is mainly dilation due to pressure release. (2) The progressive failure and failure mechanisms of dip slope and oblique slope are obviously different even if 3° oblique. (3) Slope failure can be happened during excavation of oblique slope with one joint set. The slope stability of oblique slope is suggested to be checked if the oblique angle between slope orientation and joint strike is smaller than 60°.
Hung-ChingYang i 楊宏慶. "Influence of Rainfall Intensity and Slope Characteristics on Slope Stability Analysis". Thesis, 2012. http://ndltd.ncl.edu.tw/handle/30236453887959959231.
Pełny tekst źródła國立成功大學
資源工程學系碩博士班
100
The rainfall is the most important factor in slope stability, and the rainfall infiltration is affected by the behavior of soil in the unsaturated zone. The unsaturated state is very common in nature, but the analysis of unsaturated zone is very difficult, therefore, we use the Slope/w and Seep/w modules in the Geo-Studio program to simulate slope stability and rainfall infiltration. In this study, we change rainfall intensity and slope condition to get the relationship between factor of safety and time, and discuss the influence of rainfall intensity and slope characteristics on slope stability. In the study, we discuss the different nature of slope, such as slope material, slope angle, slope height, the groundwater table deep and rainfall patterns. Results indicated that the slope becomes more danger when the slope angle, slope height and rainfall intensity increase, and the hydraulic conductivity of the material determines the impact of the rainfall on slope stability. It has less influence than the rainfall intensity on slope stability when we change the depth of groundwater table depth. In the part of rainfall patterns, the results show that it has great connection between slope stability and occurrence of peak rainfall intensity. In this study, we also discuss the slope failure at the Shanher Stream and the Xiao Lin village, and analysis the slope failure time which are induced by the rainfall. In the case of Xiao Lin village, the simulation result of failure time has an error of one hour, and the result of Shanher Stream is quite consistent with the actual failure time.
Wang, Cong-Min, i 王琮民. "Effects of InP crystallographic Slope on the Surface Coupled PhotodiodeEffects of InP crystallographic Slope on the Surface Coupled PhotodiodeEffects of InP crystallographic Slope on the Surface Coupled PhotodiodeEffects of InP crystallographic Slop". Thesis, 2010. http://ndltd.ncl.edu.tw/handle/90269860113793695241.
Pełny tekst źródła國立高雄海洋科技大學
微電子工程研究所
98
For optical-fiber communication system, the designed surface-coupled photodiode (SCPD) wth 1 μm absorption thickness, 1×1 mm area and additional line and circle etching patterns to form InP crystallographic slope was fabricated. At low bias region, the designed SCPD shows a stable saturated responsivity as a result of this designed slope smoothing over the incident beam intensity distribution to release the screening electric field in the absorption layer. Besides, the excess contribution of the InP slope to the photon absorption is the longer transmission length after the higher angles of refraction in the InGaAs material. The measured responsivity of designed SCPD is 1.05 A/W under 1 mW laser illuminated through cleaved fiber with a 9 μm spot size. On the other hand, the standard SCPD only provides 0.98 A/W responsivity. After the finger shape of transparent conducting oxide (Indium Zinc Oxide, IZO) with high transmittance around the 1550 nm wavelength also incorporated in this designed SCPD, the higher responsivity (1.2 A/W) is achieved. The uniform electric field is induced in to the large active region through an IZO film to lower the screening effect. It also provides a uniform responsivity distribution in this large area SCPD. The responsivity dependent upon coupling positon is weak, and shows the 2.5 % variation.