Gotowe bibliografie tematyczne / Combined slope failure mechanism

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Gotowa bibliografia na temat „Combined slope failure mechanism”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 5 lutego 2022

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Artykuły w czasopismach na temat "Combined slope failure mechanism"

Wang, Dong, Lan Zhu Cao, Chun De Piao, and Run Cai Bai. "Influence of Underground Mining on Failure Mode and Stability of Counter-Tilt Slope in Surface Mines." Advanced Materials Research 594-597 (November 2012): 80–85. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.80.

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How to demonstrate the deformation and failure mode of the slope under combine surface and underground mining and evaluate its stability scientifically is one of the problems that need urgent solutions in mining engineering. First, the deformation and failure mode of the slope under simple surface mining, the deformation and failure mechanism of the overlying strata affected by underground mining and deformation mechanism of the slope under combined surface and underground mining were analyzed, then the failure mode and the stability calculation method of the slope under combined surface and u

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Zhang, Zhenhua, Mingming Qian, Song Wei, and Juxiang Chen. "Failure Mechanism of the Qianjiangping Slope in Three Gorges Reservoir Area, China." Geofluids 2018 (August 6, 2018): 1–12. http://dx.doi.org/10.1155/2018/3503697.

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The Qianjiangping landslide is the first large-scale rock slide in Three Gorges Reservoir (TGR) Area, China, after the impoundment of the TGR. Previous studies on the slope showed that most researchers agreed that reservoir impoundment and rainfall were the two main triggering factors of the slope failure. However, there were different views about the influence degrees of the two factors on the slope failure. In order to clarify the influence degrees of each of three conditions (reservoir impoundment, rainfall, and combined effect of reservoir impoundment and rainfall) on the failure of the Qi

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Ju, Hai Yan, Gui Qing Gao, Shao Lin Liu, Chang Tai Luo, and Jian Hua Li. "The Instability Mechanism of Soil-like Slope under the Action of Acid Corrosion in Open-Pit Copper Mine." Applied Mechanics and Materials 580-583 (July 2014): 750–54. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.750.

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Combined with the engineering geological conditions and geological characteristics of soil-like slope in a certain open-pit copper mine, based on the experiments and theoretical analysis, the instability mechanism of soil-like slope under the action of acid mine wastewater is researched. Because the acid wastewater goes into the weak structural plane, reacting with the constitutional materials and fillings in slopes, the react change the microstructure of the rock and soil, and replace, dissolve the components, causing the cohesion and internal friction angle of slope reducing eventually and s

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Cui, Fang Peng, Yue Ping Yin, Rui Lin Hu, and Jin Qing Yu. "Failure Mechanisms of the Landslides Triggered by the 2008 Wenchuan Earthquake, China." Advanced Materials Research 594-597 (November 2012): 1864–68. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1864.

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Taking the landslides triggered by the 2008 Wenchuan Earthquake as examples, their dynamic responses with different epicenter distances due to single and combined action with regionality and spatial heterogeneity of the Primary and Secondary waves were simulated by applying the Universal Distinct Element Code software. The results shows that the slope suffered from the combined action between P and S waves appears instability prior to the slope under single action of P wave. With the epicenter distance increasing, the key controlling factor resulting in the slope failure varies from the combin

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Zhou, Wei, Wei Yuan, Gang Ma, and Xiao-Lin Chang. "Combined finite-discrete element method modeling of rockslides." Engineering Computations 33, no. 5 (July 4, 2016): 1530–59. http://dx.doi.org/10.1108/ec-04-2015-0082.

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Purpose – The purpose of this paper is to propose a novel combined finite-discrete element method (FDEM), based on the cohesive zone model, for simulating rockslide problems at the laboratory scale. Design/methodology/approach – The combined FDEM is realized using ABAQUS/Explicit. The rock mass is represented as a collection of elastic bulk elements glued by cohesive elements with zero thickness. To reproduce the tensile and shear micro-fractures in rock material, the Mohr-Coulomb model with tension cut-off is employed as the damage initiation criterion of cohesive elements. Three simulated la

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Nian, Ting Kai, Ke Li Zhang, Run Qiu Huang, and Guang Qi Chen. "Stability Analysis of a 3D Vertical Slope with Transverse Earthquake Load and Surcharge." Applied Mechanics and Materials 90-93 (September 2011): 676–79. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.676.

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The stability and failure mode for a 3D vertical slope with transverse earthquake load and surcharge have been an interesting issue, especially in building excavation and wharf engineering. In order to further reveal the seismic and surcharge effect, a three-dimensional elasto-plastic finite element(FE) code combined with a strength reduction procedure is used to yield a factor of safety and failure mode for a vertical slopes under two horizontal direction pseudo-static(PS) coefficient and surcharge on the slope top, respectively. Comparative studies are carried out to investigate the effect o

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Tan, Mengxi, and Sai K. Vanapalli. "Performance estimation of a shallow foundation on an unsaturated expansive soil slope subjected to rainfall infiltration." MATEC Web of Conferences 337 (2021): 03009. http://dx.doi.org/10.1051/matecconf/202133703009.

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In the last two decades, there has been a significant increase in infrastructure development on slopes of hilly regions of the world, due to population growth. There are many infrastructures on unsaturated expansive slopes, especially in semi-arid and arid regions. Rainfall infiltration is one of the major factors that contributes to the slope and infrastructure foundations failures on hilly slopes with unsaturated expansive soils. In the current study, a rational approach is proposed considering the combined influence of the foundation-slope behavior based on the principles of unsaturated soi

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Zeng, Bin, and Hong Zhou. "Formation Mechanism Analysis of Cataclastic Texture Rock Landslide Based on Discrete Element Method." Applied Mechanics and Materials 405-408 (September 2013): 558–61. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.558.

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Since a long time of excavation, the slope in Yang-mountain of Suzhou Province became a high and steep slope which has 260m difference in height, on top of this slope there is a high risky cataclastic texture bedrock landslide. Based on geologic investigation of the landslide, combined with 3DEC numerical simulation, the paper gave a comprehensive analysis on formation precondition, evolution procedure, failure model and mechanism from the points of topographic feature, structure evolution history, lithology and external influence. It is shown that the free face in front of the landslide, weak

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Wang, Liang, Xue Zhang, and Stefano Tinti. "Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method." Acta Geotechnica 16, no. 8 (January 21, 2021): 2435–48. http://dx.doi.org/10.1007/s11440-021-01142-8.

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AbstractThis paper presents the failure analysis of layered clayey slopes with emphasis on the combined effect of the clay’s weakening behavior and the seismic loading using the particle finite element method (PFEM). Diverse failure mechanisms have been disclosed via the PFEM modelling when the strain-weakening behavior of clay is concerned. In contrast to a single layered slope exhibiting either a shallow or a deep failure mode, a layered slope may undergo both failure modes with a time interval in between. Seismic loadings also enlarge the scale of slope failure in clays with weakening behav

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Mei, Xuefeng, Nengfeng Wang, Guotao Ma, Jie Wang, Yan Wang, Jianli Wu, Mei Han, and Bin Cai. "Deformation Process and Mechanism Analyses of a Rock Slope Based on Long-Term Monitoring at the Pubugou Hydropower Station, China." Geofluids 2021 (February 12, 2021): 1–17. http://dx.doi.org/10.1155/2021/6615424.

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This paper presents a typical 450 m high rock slope in a highly jointed and fractured rock mass at Pubugou (PBG) hydropower station on the Dadu River. We established a set of multiphase field geological survey combined with GPS, inclinometers, and piezometer monitoring system to analyze the deformation and failure mechanism of rock slope. The results show that small-scale excavation in road construction disrupted the balance of the Pubugou rock slope (PBGRS), and several local retrogressive failures occurred at the toe. Monitoring data regarding surface and subsurface movements show that the P

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Rozprawy doktorskie na temat "Combined slope failure mechanism"

Franz, 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.

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Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be predicted accurately, because for very deep open pits, a small change of slope angle can have serious technical and economic consequences. Failure of hard rock slopes often involves both failure along naturally existing weakness planes and failure of intact rock. Without an advanced understanding of combined rock slope failure mechanisms, the validity of commonly applied methods of large scale slope analysis is questionable. The prob

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SILVA, CAROLINA MANHAES. "EVALUATION OF THE FAILURE MECHANISM OF THE NATURAL SLOPE OF SANTO ANTÔNIO ALÉM DO CARMO, SALVADOR, BA." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36116@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO PROGRAMA DE EXCELENCIA ACADEMICA Em países de clima tropical, como o Brasil, é comum a formação de solos residuais, que, por estarem expostos a períodos de seca após as chuvas, costumam encontrar-se não saturados em campo. Portanto, uma análise de estabilidade de um talude considerando o solo saturado não seria a mais condizente com a realidade em um caso destes, devendo ser considerado o acréscimo na resistênc

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Karparov, Krassimir Nikolov. "Slope stability analyses in complex Geotechnical conditions – Thurst failure mechanism." Thesis, 2007. http://hdl.handle.net/2263/23040.

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In this thesis a previously unknown mechanism of failure in multilayered slope profiles is identified. In some conditions this mechanism does not confirm to the known failure models (relating to circular failure) used in slope stability analysis. For this reason, major failures have occurred in the artificial cuts despite the fact that the limit equilibrium methods suggest that these cuts would be stable. The limit equilibrium methods were originally created to apply to earth dam walls. In the open pit mining environment, where we face inhomogeneous and inclined multilayered structures, the as

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Chu, I.-Jhom, and 朱奕璋. "Study on the mechanism of slope failure using large-scale tests." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/42357810786512575444.

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碩士 國立暨南國際大學 地震與防災工程研究所 94 Among all types of natural disasters, debris flow is one of the most threatening events for human and the environment. Up-stream slope failures induced by heavy rainfall usually constitute the source of debris flow. As a first step towards the mitigation of debris flow disaster, the mechanism of slope failure is investigated herein. An experimental program for investigating the mechanism of slope failure is conducted using the outdoor large-scale debris flow test channel and the artificial raining system at the campus of National Chi Nan University. A sand

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Lo, Chien-Li, and 駱建利. "Study on the mechanism of rainfall-induced slope failure and debris discharge." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/31658166839178302499.

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博士 國立成功大學 土木工程學系碩博士班 97 A series of rainfall tests on 0.32 m-deep, 0.7 m–high, 1.35 m–wide sandy slopes resting on an impermeable rigid base inclined at 30° from the horizontal was performed to predict of rainfall-induced flow-slides and / or debris flows. In-soil moisture content and solid discharge measurements were performed to gain insights into the rainfall-induced retrogressive slope failure. The solid (or debris) discharge was a result of the wash-out of the fluidized slope toe by the interflow along the soil-bedrock interface. In this study the mass wasting curves have inf

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Ho, Ming-Hsien, and 何明憲. "Failure Mechanism of Slope-Type debris flow in The Central Area of Taiwan." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/21037366176625557201.

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碩士 國立臺灣大學 土木工程學研究所 91 In this study, a total number of 180 debris flow locations were investigated and differentiated between different types of failure according to the collected information of debris flows in the central area of Taiwan after 921 earthquake and typhoon Toraji . Based on field investigations, the mapped slope-type debris flow are reclassified into five different failure modes: slope-type debris flow, stream-type debris flow, debris fall, shallow slide and erosion gully. The slope-type debris flow are characterized as small-scaled with steeper slopes and often occur

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Huang, Chien-Sung, and 黃建菘. "Study on the Failure Mechanism and Remediation of a Dip Slope Landslide in Central Taiwan." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/23115036056983627534.

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Huang, Chia-Ching, and 黃家勁. "Investigations on The Earthquake Induced Deformation and Failure Mechanism of Earth Slope Reinforced by Soil Nail." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/07482101875530914487.

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碩士 國立中興大學 水土保持學系所 95 Due to situating at the circum-Pacific belt, earthquake is very active and frequent in Taiwan. The Chi-Chi earthquake (921 Quake) possesses a Richarter Magnitude of 7.3 triggered at the central part of Taiwan on 21, September, 1999 and caused large scale and extensive slope failure at the mountain region. As a consequence, the earthquake induced slope failure becomes one of the most critical issues in the relevant research of natural disaster prevention in Taiwan. Besides, because of the increasing reclamation of slope land the slope stabilization also comes to

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Chiu, Yee-Fong, and 邱奕峰. "Investigation of Slide Mechanism of 626 Slope Failure in Woo-Wan-Chai Landslide Area,Alishan,Chiai County." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/90948147721756183616.

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碩士 國立雲林科技大學 營建工程系碩士班 92 Province Road 18, or so-called Mt. Ali Road, is a main route to the Alishan National Scenic Area in Chiai County. In the past 20 years since the construction, the entire roadway has been suffered frequent damages as a result of landslips or slope failures during typhoon or rainstorm seasons. In view of the complexity of the problem, the study herein was conducted, based on in-situ monitoring and theoretical analysis, to investigate the causes of slope movements. With a better understanding on the slide behavior, proper mitigation measures of the slope can

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YANG, ZYH KUANG, and 楊智光. "Analysis on the Failure Mechanism Induced by Earthquake for Slope Protection Facilitiesalong the Roads in Mountainous Area." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/91978827230559391396.

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碩士 國立屏東科技大學 土木工程系碩士班 90 Due to the collision between Philippines Oceanic Plates /European and Asian Plates, the severe soil mass movement was resulted in Taiwan so as to cause 921 Chi-Chi Earthquake with magnitude of Richter Sceale 7.3 and severely caused disasters in the Central Taiwan. This study focus on slopes damaged along important traffic lines in the disastered mountainous area. Therefore, Cross-island Highway, Route 129, Route 149, New Cross-island Highway, Shi-A Highway and Pu-Wu Highway were selected for conducting on-site GPS investigations. 117 investigations are comp

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Książki na temat "Combined slope failure mechanism"

Zhang, Ke. Failure Mechanism and Stability Analysis of Rock Slope. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9.

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Zhang, Ke. Failure Mechanism and Stability Analysis of Rock Slope: New Insight and Methods. Springer, 2020.

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Skipworth, James R. A., and Stephen P. Pereira. Pathophysiology, diagnosis, and assessment of acute pancreatitis. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780199600830.003.0190.

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The incidence of acute pancreatitis continues to increase, but the attendant mortality has not decreased for >30 years. The pathogenesis remains poorly understood, but the initial mechanism appears to be intracellular activation of pancreatic enzymes, with micro- and macrovascular dysfunction, in conjunction with a systemic inflammatory response acting as a key propagating factor and determinant of severity. A multitude of causes or initiators exist, but there is a common pathophysiological pathway. The use of conventional scoring systems, combined with repeated clinical and laboratory asse

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Części książek na temat "Combined slope failure mechanism"

Yang, X. Q., S. X. He, and Z. D. Li. "Design method of vertical reinforced slopes under rotational failure mechanism." In Slope Stability Engineering, 1061–64. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-73.

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Lazányi, I., I. Kabai, and B. Vizi. "Study of a huge block slide with relevance to failure mechanism." In Slope Stability Engineering, 1193–98. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-98.

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Zhang, Ke. "Introduction." In Failure Mechanism and Stability Analysis of Rock Slope, 1–15. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_1.

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Zhang, Ke. "Joint Element and Strength Reduction Method." In Failure Mechanism and Stability Analysis of Rock Slope, 203–25. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_10.

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Zhang, Ke. "Fracture Mechanics Method." In Failure Mechanism and Stability Analysis of Rock Slope, 227–48. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_11.

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Zhang, Ke. "Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior." In Failure Mechanism and Stability Analysis of Rock Slope, 19–39. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_2.

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Zhang, Ke. "Influence of Flaw Density on Shear Fracturing and Fractal Behavior." In Failure Mechanism and Stability Analysis of Rock Slope, 41–66. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_3.

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Zhang, Ke. "Empirical Methods for Estimating Strength Parameters of Jointed Rock Masses." In Failure Mechanism and Stability Analysis of Rock Slope, 69–74. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_4.

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Zhang, Ke. "Kinematical Element Method." In Failure Mechanism and Stability Analysis of Rock Slope, 75–111. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_5.

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Zhang, Ke. "Integrated Karst Cave Stochastic Model-Limit Equilibrium Method." In Failure Mechanism and Stability Analysis of Rock Slope, 113–41. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5743-9_6.

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Streszczenia konferencji na temat "Combined slope failure mechanism"

Kanitz, Manuela, and Juergen Grabe. "Influence of Suction Dredging on the Failure Mechanism of Sandy Submarine Slopes: Revisited With a Coupled Numerical Approach." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95151.

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Abstract The installation of shallow foundation systems for offshore wind turbines like gravity foundations requires the excavation of the weak top soil of the seabed to place the structure on more stable ground. This excavation can be done through suction dredging resulting in a pit. Different slope angles of this pit can be realized using this technique. As the failure mechanisms of artificial submarine slopes using suction dredging are barely investigated, relatively small final slope angles of max. 10 degree are reached to guarantee stability. Nevertheless, small-scale experiments show tha

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Taylor, Mike, Chas Jandu, Marcus McCallum, and Ray Northing. "Risk Based Design Solution for Routing a High Pressure Gas Transmission Pipeline Through a Region of Geological Instability." In 2012 9th International Pipeline Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ipc2012-90699.

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If present, regions of geological instability are normally identified during the route selection study and a route through such locations will normally be rejected if a suitably practicable alternative route can be found. Therefore the consequential effects of a landslip on pipeline integrity rarely need to be considered. However, when an alternate route is not practicable, then a means of negotiating the landslip zone in a safe manner needs to be determined and adopted. One means of negotiating a landslip zone is to route the pipeline well beneath the slope using techniques such as horizontal

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de Campos, T. M. P., M. P. H. Moncada, R. Q. Velloso, C. P. Amaral, and E. A. Vargas, Jr. "Evaluation of the Failure Mechanism of an Unsaturated Tropical Soil Slope." In Fourth International Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)36.

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Lu, Ting-Hao, Jun-Hua Wu, Song Yang, and Guo-Xiong Mei. "Study on Mechanism of Expansive Soil Slope Failure and Numerical Simulation." In First International Symposium on Pavement and Geotechnical Engineering for Transportation Infrastructure. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412817.019.

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Dai, Zhangjun, Shanxiong Chen, and Jian Li. "The Failure Characteristics and Evolution Mechanism of the Expansive Soil Trench Slope." In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481691.020.

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Zhang, Jiangwei, Xiaojun Li, Mingjie Chi, Helong Yang, and Chao Liu. "Study on the Failure Mechanism of Slope under Rainfall by Strength Reduction FEM." In International Conference on Geotechnical and Earthquake Engineering 2018. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482049.046.

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Hubel, Brian A., Joseph V. Letter, Jr., Marc Goodhue, and Landris T. Lee. "A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes." In International Conference on Scour and Erosion (ICSE-5) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41147(392)26.

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Chen, Xuedong, Zhibin Ai, Tiecheng Yang, Jiushao Hu, and Chuanqing Cheng. "Analysis Method of Failure Likelihood on Pressure Equipment With Combined Action of Multi-Failure Mechanism." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25665.

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Since 2003, we have conducted a lot of researches on risk based assessment technology in China according to standards API 581, API 571 etc., mastered the risk distribution conditions of in-service pressure equipments covering all kinds of units of about 80 large-scale oil refinery plants, chemical plants and chemical fertilizer plants in China, and formed the failure trees and technical guide documents for RBI of typical petrochemical units fit to Chinese national conditions. However, we find there are interactions of various failure modes and mechanisms of many petrochemical equipment during

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Li, Kun, Yanjun Shang, Wantong He, and Yi Jiang. "Characteristics and Mechanism of Bedding Rock Slope Failure: A Case Study on No.5 Slope at Wutai-Yuxian Expressway." In International Conference on Advances in Energy, Environment and Chemical Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/aeece-15.2015.93.

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Ma, Rongyong, Xiaoqing Zhang, and Ruyue Pang. "Mechanism of Nanning Flood Dike Slope Failure Based on Improved Genetic Algorithm Inversion Analysis." In 2016 International Conference on Civil, Transportation and Environment. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/iccte-16.2016.61.

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