Relevant bibliographies by topics / Slope stability

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Slope stability'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 May 2024

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Journal articles on the topic "Slope stability"

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Xu, Shi Qiang, and Tao Zhao. "The Loess Slope Stability Study." Applied Mechanics and Materials 380-384 (August 2013): 4827–29. http://dx.doi.org/10.4028/www.scientific.net/amm.380-384.4827.

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We often use circular arc method when calculating the stability of the slope. But this kind of method ignores how the slope rate of top influences stability of slope. In this thesis, a destruction model of loess slope is set up to study the regular rule of how the slope rate of top influences stability of slope, which will have great guiding significance in the construction of slopes in highway engineering.
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Deng, Xiaopeng, and Xinghua Xiang. "Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes." Advances in Civil Engineering 2023 (November 23, 2023): 1–15. http://dx.doi.org/10.1155/2023/6692746.

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The stability assessment of loess slopes is of great significance for slope reinforcement and safety assessment. This research studies the main factors affecting the stability of the loess slope through the summary and analyzes the failure cases of the loess slope in Shaanxi Province. The importance of influencing factors was studied through numerical simulation method, sensitivity analysis method, and gray correlation analysis method, and the weight value method was given. On this basis, we have developed the fuzzy comprehensive evaluation model method for assessing the stability of loess slopes based on the principle of maximum membership degree. Finally, the method was applied to the stability analysis of the actual loess slope, and the rationality and correctness of the loess slope stability evaluation method proposed in this paper were demonstrated. The results showed that, for the Shaanxi loess slope, the probability of instability of the positive slopes is far greater than that of negative slopes; the greater the slope gradient, the more unstable the loess slopes. Collapse mainly occurs in the range of 10–40 m slope height. There is a significant positive correlation between rainfall and the probability of loess landslides. The degree of correlation between the factors influencing slope stability and the safety factor can be categorized from strong to weak as follows: slope inclination > internal friction angle > height of the slope > gravitational forces > cohesion > Poisson’s ratio > modulus of elasticity, and the influence of Poisson’s ratio and elastic modulus can be ignored. The fuzzy comprehensive evaluation method based on the gray correlation degree method established in this paper was used to evaluate the stability of the loess slopes. The evaluation results attested to the actual data of slope monitoring. The evaluation method proves reasonable and feasible and can be well applied to the stability analysis of the loess slopes.
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Asteris, Panagiotis G., Fariz Iskandar Mohd Rizal, Mohammadreza Koopialipoor, Panayiotis C. Roussis, Maria Ferentinou, Danial Jahed Armaghani, and Behrouz Gordan. "Slope Stability Classification under Seismic Conditions Using Several Tree-Based Intelligent Techniques." Applied Sciences 12, no. 3 (February 8, 2022): 1753. http://dx.doi.org/10.3390/app12031753.

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Slope stability analysis allows engineers to pinpoint risky areas, study trigger mechanisms for slope failures, and design slopes with optimal safety and reliability. Before the widespread usage of computers, slope stability analysis was conducted through semi analytical methods, or stability charts. Presently, engineers have developed many computational tools to perform slope stability analysis more efficiently. The challenge associated with furthering slope stability methods is to create a reliable design solution to perform reliable estimations involving a number of geometric and mechanical variables. The objective of this study was to investigate the application of tree-based models, including decision tree (DT), random forest (RF), and AdaBoost, in slope stability classification under seismic loading conditions. The input variables used in the modelling were slope height, slope inclination, cohesion, friction angle, and peak ground acceleration to classify safe slopes and unsafe slopes. The training data for the developed computational intelligence models resulted from a series of slope stability analyses performed using a standard geotechnical engineering software commonly used in geotechnical engineering practice. Upon construction of the tree-based models, the model assessment was performed through the use and calculation of accuracy, F1-score, recall, and precision indices. All tree-based models could efficiently classify the slope stability status, with the AdaBoost model providing the highest performance for the classification of slope stability for both model development and model assessment parts. The proposed AdaBoost model can be used as a screening tool during the stage of feasibility studies of related infrastructure projects, to classify slopes according to their expected status of stability under seismic loading conditions.
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Yin, Xiangjie, Hang Lin, Yifan Chen, Yixian Wang, and Yanlin Zhao. "Precise evaluation method for the stability analysis of multi-scale slopes." SIMULATION 96, no. 10 (August 3, 2020): 841–48. http://dx.doi.org/10.1177/0037549720943274.

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Slope stability analysis is a multi-scale problem. Typically, owing to the distinctions of slope scales (e.g., slope height or slope angle) in practical engineering, the stability calculation results of slopes with various scales from numerical methods inevitably exhibit different computational precision levels in the case of identical computational grids, and therefore the stability results of different slopes cannot be compared. To achieve equal accuracy stability analysis for multi-scale slopes, this study establishes numerical models of slopes with various scales as well as different grid shapes and sizes to conduct stability analysis. The results show the following: (a) a positive correlation relationship exists between the safety factor of the slope and the scaling factor, which is defined as the ratio of the grid size to the slope height; (b) the definition of the refined safety factor is given, representing the safety factor that corresponds to the infinitesimal grid size and eliminating the computational error of slope stability analysis caused by grid size or shape; (c) on this basis, embarking on the composite influence of multiple scales of slope on stability analysis, the study proposes a simplified treatment method suitable for evaluating the refined safety factor of the multi-scale slopes, which is verified as valid and feasible by some examples.
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Li, Guang Ming, Chun Yuan Liu, and Pei Chen. "Study on the Channel Slope Safe Stability." Applied Mechanics and Materials 256-259 (December 2012): 311–14. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.311.

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It is well known that the slope stability analysis is the core of the slope engineering study .The key of the study slope safety stability is optimize the slop coefficient。And the reasonable coefficient decides the design of slope type structure.This paper used the simplified Bishop method which according to the limit equilibrium theory as the foundation and the finite element numerical simulation to solve the south-to-north water transfer engineering slope instability problem.So it can provide the theory basis and design opinion for the slop construction engineering in the future.
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Luden, Alesandro Sejo, I. Gde Budi Indrawan, and Dwikorita Karnawati. "Slope stability analyses by circular failure chart and limit equilibrium methods: the inlet and outlet of diversion tunnel of Bolango Ulu Dam, Indonesia." E3S Web of Conferences 325 (2021): 01015. http://dx.doi.org/10.1051/e3sconf/202132501015.

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The objective of this research is to evaluate the stability of the natural slopes at the inlet and outlet portals of the Bolangu Ulu diversion tunnel, Gorontalo. The natural slopes were considered stable, and therefore slope stability analyses were not carried out previously in the tunnel portal design. The slope stability analyses were carried out using the Circular Failure Chart (CFC) and Limit Equilibrium Methods (LEM). Input data for the slope stability analyses were obtained from field mapping and laboratory testing of soil and rock samples. The results show that the portal slopes consist of diorite and residual soil. Both stability analysis methods yield nearly the same results. The slope at the outlet section had the factor of safety (FOS) values of 1.29 and 1.30 based on the CFC method and LEM, respectively, indicating the slope in a stable condition. However, the slope at the inlet section had the FOS values of 1.01 and 1.07 based on the CFC method and LEM, respectively, indicating the slope in a critical condition. The results suggest that stabilization of the portal slopes, particularly the portal slope at the inlet section, is required to prevent slope failures under static and earthquake loads.
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Yuan, Wei Bin, Cheng Min Ye, Ji Yao, and Lie De Wang. "Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element." Applied Mechanics and Materials 170-173 (May 2012): 1087–90. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1087.

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In recent year, the foundations of the stability analysis of slope were provided by the development of finite element and discrete element method. Using finite element and discrete element method, the stability analysis of three typical slopes of shiwu thorp of Quzhou was carried out. The safety factors of slope profile were obtained. Based on the judgment criterion of slope stability，the slopes stability of shiwu thorp was judged. The results showed that the way to analyze the stability of soil slope is feasible.
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Malekian, Maral, Moe Momayez, Pat Bellett, and Fernanda Carrea. "Predicting Stability of Slope by Amplitude and Coherence Using a Naïve Bayes Classifier." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (March 31, 2023): 832–36. http://dx.doi.org/10.22214/ijraset.2023.49542.

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Abstract: Slope instability is a challenge in both mining and civil engineering industries. Current ap-proaches to slope stability analysis are mostly based on slope deformation data provided by mon-itoring equipment. This study proposes a new method to estimate slope stability using amplitude and coherence obtained from slope stability radar data. More than 160,000 data points from 10 slope failures were collected with GroundProbe’s slope stability radar systems. They were used as input dataset in a Naive Bayes model for classification into two groups of stable and unstable slopes. The classifications were conducted based on different range limit values for amplitude and coherence. The findings were validated against slope deformation behavior in each case. The results show that 91 percent of the data that are classified as unstable slope by the Naive Bayes Gaussian method belong to slope failure events and are categorized correctly. The coherence and amplitude range values proposed in this research can be utilized by mining operations to determine the stability of slopes in conjunction with slope deformation and inverse velocity data.
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Ding, Yu, Chao Dang, Yu Bin Shao, and Xiao Dong Zou. "Limit Analysis on Stability of Cracked Slope Induced by Earthquake." Advanced Materials Research 243-249 (May 2011): 2780–85. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2780.

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Intense earthquake shaking inevitably ruptures the rockmass along the fissures and bursts mountainous slopes, and these understable slopes are namely cracked slopes. For such slopes, aftershocks, rainwater infiltration and others factors will inevitably induce crack propagation and the crack thus gradually accumulates to be the cutting boundary that controls the slope deformation and failure. To understand how the slope stability varies in the process of cracking expanding, upper bound approach is employed to assess the cracked slope in Wenchuan earthquake epicenter considering the effects of crack propagation, rainwater infiltrating and earthquake. The results conducted in this paper indicate that the crack propagation lowly reduces the slope stability and it does not directly destabilize the slope. But the crack length owing to propagation inevitably increases the probability of slope failure, which more depend on the filling water in the crack and the earthquake intensity.
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Astuti, Tri Puji, I. Gde Budi Indrawan, and Didit Hadi Barianto. "Stability Analysis of Cut Slope Using RMR and SMR." Applied Research on Civil Engineering and Environment (ARCEE) 3, no. 03 (October 26, 2022): 135–49. http://dx.doi.org/10.32722/arcee.v3i03.4783.

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The Planjan - Tepus road is built on a slightly steep karst morphology, necessitating slope excavation works. Slope stability is one of the elements to consider, particularly in slope excavation work. The excavation depth of the slopes sampled in this research is up to 48 meters. It is critical to undertake slope stability analysis quickly, precisely, and safely. For rapidly examining slopes, empirical approaches such as Rock Mass Rating (RMR) and Slope Mass Rating (SMR) can be utilized. An examination of the limit equilibrium method was performed using Rocscience Slide v.6.0 software to assure the slope stability level further. The limit equilibrium method used is Morgenstern-Price and Spencer. The value of slope stability analysis using the RMR method is 41-53, and the rock mass quality is categorized as class III (fair). The value of slope stability analysis using the SMR method 41-53, the rock mass quality is categorized as class III (normal), with slope stability in partially stable conditions. Slope stability using the limit equilibrium method produces a safety factor value of 1.670 - 1.680 for conditions without seismic loads and 1.137 - 1.154 for conditions with seismic loads. According to the findings of this analysis, the slope is in stable (safe) conditions.
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Dissertations / Theses on the topic "Slope stability"

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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.

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Peterson, Jennifer Lynn. "Probability analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.

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Thesis (Ph. D.)--West Virginia University, 1999.
Title from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).
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Wanstreet, Pinar. "Finite element analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5480.

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Thesis (M.S.)--West Virginia University, 2007.
Title from document title page. Document formatted into pages; contains xii, 86 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 80-82).
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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.

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Gogo-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.

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Embankments are key elements in the infrastructural development of structures such as dams, bridges, and roads. Residual soils are generally used as fills in the construction of embankments in areas were residual soils such as laterite is the dominant soil types. Laterite soils have the characteristics of losing its shear strength with time and in fully saturated conditions and its properties varies from region to region. The soil property is influenced by the chemical composition and the environment. The binding agent iron oxide in such soils changes its composition with time and in the presence of moisture. Sudden failures of embankments founded of laterite soils which were, otherwise, checked and found to be safe with high factor of safety, have been observed. This study is performed to investigate the stability of embankments with sudden loss of strength with time and when it is fully saturated. The research includes an investigation of the properties of laterite soils around the world, with particular emphasis on Nigeria. Initially, information is gathered from different sources about the strength-based properties of such soils. Previous research in Nigeria is used as a basis for obtaining real-world soil data. Next, stability analyses are performed using SLOPE/W with shear strength parameters for total stress (short-term), effective stress (long-term), and fully saturated soil conditions. A probability analysis is conducted for the fully saturated conditions because of the variability in the input parameters. Three slope configurations (1:1, 2:1, and 3:1) are considered. The study revealed that the laterite soils embankments lose most of its stability over time period and in full saturation soil conditions. Both these conditions significantly compromise the strength of the soil and the related stability of slopes. To consolidate all information, a database of the properties of laterite soils in some localities of Nigeria was created on the geographic information system (GIS), in order provide a quick access to information on laterite soils in Nigeria.
M.S.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering
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Bakhtiari, 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.

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In this thesis, the failures that occurred during the construction of the Jamuna Bridge Abutment in Bangladesh have been investigated. In particular, the influence of heterogeneity on slope stability has been studied using statistical methods, random field theory and the finite element method. The research is divided into three main parts: the statistical characterization of the Jamuna River Sand, based on an extensive in-situ and laboratory database available for the site; calibration of the laboratory data against a double-hardening elastoplastic soil model; and stochastic finite element slope stability analyses, using a Monte Carlo simulation, to analyse the slope failures accounting for heterogeneity. The sand state has been characterised in terms of state parameter, a meaningful quantity which can fully represent the mechanical behaviour of the soil. It was found that the site consists of predominantly loose to mildly dilative material and is very variable. Also, a Normal distribution was found to best represent the state parameter and a Lognormal distribution was found to best represent the tip resistance.The calibration of the constitutive model parameters was found to be challenging, as alternative approaches had to be adopted due to lack of appropriate test results available for the site. Single-variate random fields of state parameter were then linked to the constitutive model parameters based on the relationships found between them, and a parametric study of the abutment was then carried out by linking finite elements and random field theory within a Monte Carlo framework.It was found that, as the degree of anisotropy of the heterogeneity increases, the range of structural responses increases as well. For the isotropic cases, the range of responses was relatively smaller and tended to result in more localised failures. For the anisotropic cases, it was found that there are two different types of deformation mechanism. It was also found that, as the vertical scale of fluctuation becomes bigger, the range of possible structural responses increases and failure is more likely. Finally, it was found that the failed zones observed during the excavation of the West Guide Bund of the Jamuna Bridge Abutment could be closely predicted if heterogeneity was considered in the finite element analyses. In particular, it was found that, for such a natural deposit, a large degree of anisotropy (in the range of 20) could account for the deformation mechanisms observed on site.
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Wei, 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.

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Deterministic methods have been used in geotechnical engineering for a long period, such as slope stability calculations. However, only applying deterministic methods is subjective and imperfect. There is a demand to develop a systematic methodology to link the assessed slope stability and field measurement data, which is also known as inverse analysis and forward calculation. Based on the Nya Slussen project, this thesis includes the development of a methodology, deterministic calculation for 4 cross sections using finite element program Plaxis 2D and probabilistic calculation for one section. Deterministic analyses showed satisfying results for all the studied cross sections since their factors of safety exceeded the minimum requirement. In probabilistic design, three parameters were found to have the most uncertainties through sensitivity analysis (undrained shear strength of clay, Young’s modulus of clay and friction angle of fill). Inverse analysis was done by testing different values of them in Plaxis and to try to match the displacement components provided by field measurement. After finding the best optimization for all the parameters, forward calculation gave a final factor of safety. It is suggested that both of the methods should be utilized together for better assessment.
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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.

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In this research, extensive use has been made of limit equilibrium methods of analysis for studying the stability of slopes. For the determination of the factor of safety (FOS) of slopes, the usual two-step process has been adopted; (a) assuming a slip surface for the soil mass, and (b) using the appropriate limit equilibrium equation(s). Eight wellknown limit equilibrium methods have been programmed to calculate different FOS values. The comparative performance of the various analyses has been carried out successfully using case studies. The innovative use of Gauss quadrature to calculate the FOS values has been shown to reducet he iterative sequencesd ramatically with no loss of accuracy. A visco-plastic flow model has been proposed to estimate lateral forces on piles used for slope stabilisation. The present research data occupies an "in-between" position to the previously reported values, with the variation trend being confirmed satisfactorily in all cases. Slope stabilisation due to the presence of a row of piles has been investigated using two distinct lateral load estimations. These include theories of plastic deformation and the proposed visco-plastic flow which are modelled and implemented in a computer program. Eight well-known methods of slope stability analyses have been adopted and computer coded to re-calculate FOS values for a slope reinforced by a row of piles. A Finite Element computer program has been developed to evaluate the displacement, bending moment and shear force along the pile axis. The pile is analysed at two levels above and below the slip failure surface.
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何旅碧 and Lui-pik Pinky Ho. "Effectiveness of horizontal drains in slope stability." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40722375.

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Liu, Ying, and 劉影. "Limit equilibrium methods for slope stability analysis." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2002. http://hub.hku.hk/bib/B42576684.

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Books on the topic "Slope stability"

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Yagi, Norio, Takuo Yamagami, and Jing-Cai Jiang. Slope Stability Engineering. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying, and Zhang Jianjing. Slope Earthquake Stability. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2380-4.

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Ubhi, N. S. Slope stability techniques. London: North East London Polytechnic, 1986.

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Giani, Gian Paolo. Rock slope stability analysis. Rotterdam: Balkema, 1992.

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Bromhead, E. N. The stability of slopes. Glasgow: Surrey University Press, 1986.

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The stability of slopes. 2nd ed. London: Blackie Academic & Professional, 1992.

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W, Abramson Lee, ed. Slope stability and stabilization methods. 2nd ed. New York: Wiley, 2002.

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W, Abramson Lee, ed. Slope stability and stabilization methods. New York: Wiley, 1996.

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International Conference on Slope Stability (1991 Isle of Wight, England). Slope stability engineering: Developments and applications : proceedings of the International Conference on Slope Stability. London: Thomas Telford, 1991.

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United States. Federal Highway Administration. Office of Technology Applications., ed. Advanced technology for soil slope stability. Washington, D.C: U.S. Dept. of Transportation, Federal Highway Administration, Office of Technology Applications, 1994.

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Book chapters on the topic "Slope stability"

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Høeg, Kaare. "Slope Stability." In Encyclopedia of Natural Hazards, 919–24. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_322.

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Verruijt, Arnold. "Slope Stability." In An Introduction to Soil Mechanics, 343–48. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_45.

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Verruijt, Arnold. "Slope Stability." In Theory and Applications of Transport in Porous Media, 204–18. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-017-1112-8_12.

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Huang, Chuanzhi. "Slope Stability." In Limit Analysis Theory of the Soil Mass and Its Application, 363–414. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1572-9_10.

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Barnes, G. E. "Slope Stability." In Soil Mechanics, 274–302. London: Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13258-4_12.

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Barnes, Graham. "Slope stability." In Soil Mechanics, 426–70. London: Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-51221-5_12.

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Ali Elbeblawi, Mostafa Mohamed, Hassan Ali Abdelhak Elsaghier, Mostafa Tantawy Mohamed Amin, and Wael Rashad Elrawy Abdellah. "Slope Stability." In Surface Mining Technology, 57–104. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3568-7_3.

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Barnes, Graham. "Slope stability." In Soil Mechanics, 417–61. London: Macmillan Education UK, 2010. http://dx.doi.org/10.1007/978-0-230-36677-0_13.

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Townsend, Timothy G., Jon Powell, Pradeep Jain, Qiyong Xu, Thabet Tolaymat, and Debra Reinhart. "Slope Stability." In Sustainable Practices for Landfill Design and Operation, 267–80. New York, NY: Springer New York, 2015. http://dx.doi.org/10.1007/978-1-4939-2662-6_12.

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Ou, Chang-Yu, Kuo-Hsin Yang, Fuchen Teng, Jiunn-Shyang Chiou, Chih-Wei Lu, An-Jui Li, Jianye Ching, and Jui-Tang Liao. "Slope stability." In Fundamentals of Foundation Engineering, 356–82. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003350019-8.

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Conference papers on the topic "Slope stability"

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Hassan, M. S. K., and V. H. Loo. "Effect of Slope Geometries on 3D Slope Stability under the Influence of Infiltration." In The HKIE Geotechnical Division 42nd Annual Seminar. AIJR Publisher, 2022. http://dx.doi.org/10.21467/proceedings.133.5.

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Rainfall-induced slope failure is the most common type of slope failure in Malaysia. Many studies have been carried out to assess the correlation of infiltration to 2D geometric features such as slope inclination. However, the relationship between infiltration and 3D slope geometric features has not yet been widely studied. The aim of this study is to assess the effect of varying slope geometries on slope stability with the influence of rainfall, and to compare the results of the 2D and 3D slope analysis. Seepage and slope stability analysis of homogenous slopes for normal, curved surface and turning corner slopes of varying angles were modelled using the numerical software PLAXIS LE. The 3D analysis demonstrated that multiple shallow failures spread across the sloped surface, which could not be captured by the 2D analysis. The failure modes are similar for the various geometric types of slopes. The results also indicate that the safety factor from the 3D analysis decreases more significantly with the rainfall duration as compared to the 2D analysis. This study changes the perception that a 2D analysis is more conservative than a 3D analysis, which is not always true.
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Shajitha, A. U., and K. Niranjana. "Slope Stability Analysis and Slope Stability Improvement by Plaxis." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Singapore: Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-517.

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Saunders, Peter, Joseph Mukendi Kabuya, A. Torres, and Richard Simon. "Post-blast slope stability monitoring with slope stability radar." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_30.

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Baczynski, Norbert. "Rock slope stability risks." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_30_baczynski.

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Dera, Abdallah, Evgeniy Torgashov, Akeksey Khamzin, Aleksandra Varnavina, Adel Elkrry, Mengxing Li, and Neil Anderson. "SLOPE STABILITY INVESTIGATION." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2013. Environment and Engineering Geophysical Society, 2013. http://dx.doi.org/10.4133/sageep2013-088.1.

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Finn, W. D. Liam. "Seismic Slope Stability." In Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.224.

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Fourie, Andries. "Relying on suction to maintain slope stability." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_0.1_fourie.

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Read, John. "Rock Slope Stability Research." In 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2007. http://dx.doi.org/10.36487/acg_repo/708_read.

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Leroueil, Serge, and Luciano Picarelli. "Assessment of Slope Stability." In GeoCongress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412138.0006.

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Pekin, O. "Rock Slope Stability Modeling." In GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)22.

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Reports on the topic "Slope stability"

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Visconty, Greg. Rock slope stability studies in Siskiyou National Forest. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.5786.

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Weissel, Jeffrey K. Shelf-slope Stability Assessment from Multiresolution (Wavelet) Estimation of Slope and Curvature from Gridded Bathymetry Data. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada627994.

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MCSHANE DS. SLOPE STABILITY EVALUATION AND EQUIPMENT SETBACK DISTANCES FOR BURIAL GROUND EXCAVATIONS. Office of Scientific and Technical Information (OSTI), March 2010. http://dx.doi.org/10.2172/978603.

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Thomaz, Jose. A General Method for Three Dimensional Slope Stability Analysis : Informational Report. West Lafayette, IN: Purdue University, 1986. http://dx.doi.org/10.5703/1288284314113.

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Carpenter, James. Slope Stability Analysis Considering Tiebacks and Other Concentrated Loads : Informational Report. West Lafayette, IN: Purdue University, 1986. http://dx.doi.org/10.5703/1288284314603.

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Gless, James. Slope stability as related to geology at Rainier, Columbia County, Oregon. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.5867.

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Hamdhan, Indra Noer, and Helmut F. Schweiger. Slope Stability Analysis of Unsaturated Soil with Fully Coupled Flow-Deformation Analysis. Cogeo@oeaw-giscience, September 2011. http://dx.doi.org/10.5242/iamg.2011.0063.

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Julin, Kent R. Assessments of wildlife viability, old-growth timber volume estimates, forested wetlands, and slope stability. Portland, OR: U.S. Department of Agriculture, Forest Service, Pacific Northwest Research Station, 1997. http://dx.doi.org/10.2737/pnw-gtr-392.

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Mosher, D. C., K. MacKillop, V. Latour, G. Fenton, and P. Mitchelmore. Regional slope stability assessment: Challenges in spatial and stratigraphic geologic and geotechnical data integration. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2010. http://dx.doi.org/10.4095/285475.

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Miller, Sarah J., J. C. Fischenich, and Christopher I. Thornton. Stability Thresholds and Performance Standards for Flexible Lining Materials in Channel and Slope Restoration Applications. Fort Belvoir, VA: Defense Technical Information Center, July 2012. http://dx.doi.org/10.21236/ada577241.

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