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Gotowe bibliografie tematyczne / Lateritic soils Reliability analysis

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Gotowa bibliografia na temat „Lateritic soils Reliability analysis”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Lateritic soils Reliability analysis"

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C.M.O.Nwaiwu, J.O.Afolayan, and K.J.Osinubi. "RELIABILITY ESTIMATES OF FIELD HYDRAULIC CONDUCTIVITY OF COMPACTED LATERITIC SOILS." Continental J. Engineering Sciences 4 (July 22, 2009): 36–47. https://doi.org/10.5281/zenodo.833701.

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This paper presents results of reliability estimates of field hydraulic conductivity for compacted lateritic soils as landfill liners. The estimates were made by incorporating a predictive model for hydraulic conductivity, which was developed from field data, into a FORTRAN-based first-order reliability program. At any given reliability level, the estimated hydraulic conductivities decreased as compactor weight, plasticity index, or initial saturation increased. However, the hydraulic conductivities increased as either gravel content or clay content increased. The results also showed that, at

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Afolayan, J. O., C. M. O. Nwaiwu, and K. J. Osinubi. "Comparative reliability evaluation of lateritic soils as hydraulic barriers." Geotechnical and Geological Engineering 23, no. 5 (2005): 561–81. http://dx.doi.org/10.1007/s10706-004-1199-y.

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Worlu, Bright,, Eme, Dennis Budu, and Ohwerhi Kelly Erhiferhi. "Evaluating the Unconfined Compressive Strength Retention of Corn Starch Stabilized Lateritic Soils." Journal of Engineering Research and Reports 27, no. 7 (2025): 347–62. https://doi.org/10.9734/jerr/2025/v27i71577.

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This study evaluates the effectiveness of corn starch as a sustainable stabilizer for lateritic soils, focusing on unconfined compressive strength (UCS) retention under wet–dry cycles. A (3,2) Scheffé simplex lattice design was employed to vary lateritic soil, corn starch, and water-to-solids (w/s) ratio across 12 mixes (6 trial, 6 control). Samples were cured for 28 days, then subjected to 12 wet–dry cycles to assess UCS retention. UCS retention ranged from 69.68% to 90.12% for trial mixes and 69.68% to 91.24% for control mixes, indicating strong durability. The best-performing mixes exceeded

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Bandeira, Alex Alves, Rita Moura Fortes, and João Virgilio Merighi. "A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield." Exacta 7, no. 1 (2009): 121–32. http://dx.doi.org/10.5585/exacta.v7i1.798.

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In tropical region, in upper layers, soils having red or yellow coloration are generally found and are denominated lateritic soils. They are rich in aluminum hydroxides and ferric hydrates that give an elevated mechanic resistance. When the lateritic soils are used as a construction material in the structural pavement, the exceptional mechanical characteristic reduced the cost over 50% when associated with the sub-base and base layers, or over 25% when the lateritic soil is treated with cement. In São Paulo State, it was made more than ten thousands kilometers of roads where the base or sub-ba

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Bandeira, Alex Alves, Rita Moura Fortes, and João Virgilio Merighi. "A study of the Hot-Mix Asphalt layer thickness reduction when applied over lateritic soils cement base in airfield DOI: 10.5585/exacta.v7i1.798." Exacta 7, no. 1 (2009): 121–32. http://dx.doi.org/10.5585/exactaep.v7i1.798.

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In tropical region, in upper layers, soils having red or yellow coloration are generally found and are denominated lateritic soils. They are rich in aluminum hydroxides and ferric hydrates that give an elevated mechanic resistance. When the lateritic soils are used as a construction material in the structural pavement, the exceptional mechanical characteristic reduced the cost over 50% when associated with the sub-base and base layers, or over 25% when the lateritic soil is treated with cement. In São Paulo State, it was made more than ten thousands kilometers of roads where the base or sub-ba

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Liu, Man, and Guilin Han. "Distribution of soil nutrients and erodibility factor under different soil types in an erosion region of Southeast China." PeerJ 9 (June 16, 2021): e11630. http://dx.doi.org/10.7717/peerj.11630.

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Background Soil erosion can affect the distribution of soil nutrients, which restricts soil productivity. However, it is still a challenge to understand the response of soil nutrients to erosion under different soil types. Methods The distribution of soil nutrients, including soil organic carbon (SOC), soil organic nitrogen (SON), and soil major elements (expressed as Al2O3, CaO, Fe2O3, K2O, Na2O, MgO, TiO2, and SiO2), were analyzed in the profiles from yellow soils, red soils, and lateritic red soils in an erosion region of Southeast China. Soil erodibility K factor calculated on the Erosion

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Velten, Rodrigo Z., Dário C. Lima, Maurício P. F. Fontes, and Carlos A. B. Carvalho. "Electroosmosis in the Remediation of Tropical Soils Contaminated with Cadmium: Effect of the Incubation Time." Soils and Rocks 35, no. 1 (2012): 39–49. http://dx.doi.org/10.28927/sr.351039.

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This paper addresses the effect of cadmium incubation time on the electroosmotic decontamination of three residual soils from the Zona da Mata Norte, Minas Gerais State, Brazil. The laboratory testing program included the following: (i) materials, encompassing a lateritic clayey silty sand (soil 1), a non-lateritic clayey silty sand (soil 2), and a non-lateritic sandy silty clay (soil 3) impregnated with an aqueous solution of cadmium nitrate in the concentration of 100 mg.L-1; (ii) soils and mixtures specimens compaction at the Standard AASHTO compaction effort; (iii) mixtures contaminant inc

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Almeida, Bárbara Drumond, Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães, and Sergio Neves Monteiro. "Effect of Sand Addition on Laterite Soil Stabilization." Materials 17, no. 24 (2024): 6033. https://doi.org/10.3390/ma17246033.

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Lateritic soils, particularly abundant in tropical regions, have been successfully used in the construction of unbound layers of flexible pavements in Brazil since the 1970s. Despite their potential, these soils are often discarded or only recommended after stabilization processes, based on traditional parameters such as gradation requirements and Atterberg limits. This study investigates the mechanical characteristics of a lateritic soil from Roraima, focusing on its resilient modulus and permanent deformation properties, assessed through repeated load triaxial tests. Specifically, this resea

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Vordoagu, J. J. "Evaluation of Wet and Dry Methods of Sieve Analysis for Tropical Lateritic Soils in Ghana." AFRICAN JOURNAL OF APPLIED RESEARCH 10, no. 2 (2025): 569–602. https://doi.org/10.26437/ajar.v10i2.844.

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Purpose: This paper compares and analyses the results from various soils' wet sieving and dry sieving methods, emphasising lateritic soils. Design/Methodology/Approach: A laboratory study involving soils from six (6) different sources was designed to investigate the disparity between the wet and dry sieve methods of particle distribution of soils. The samples were subjected to wet sieve analysis. Then, dry sieve analysis was performed on the same samples. Following analysis, the soil was categorised using the USCS and the AASHTO classification scheme. The results were then compared for dispari

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Usmani, A., A. Nanda, S. K. Jain, and A. Mandal. "Analysis and Design of an Underground Portal in Lateritic Soils." Geotechnical and Geological Engineering 30, no. 4 (2012): 761–73. http://dx.doi.org/10.1007/s10706-012-9494-5.

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Rozprawy doktorskie na temat "Lateritic soils Reliability analysis"

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Fan, Haijian. "Performance Based Design of Deep Foundations in Spatially Varying Soils." University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1384959587.

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HUI, LAI SHU, and 賴淑惠. "Mass balance analysis on the lateritic soils of Taoyuan tableland." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/4w2z4y.

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碩士<br>國立彰化師範大學<br>地理學系<br>102<br>There are terrace landforms in the Taoyuan tableland. Previous studies has correlated these geomorphic surface based on various methods. The most recently documented result was based on the technique determined by the time-depending physical properties. However, the equivalent results on chemical properties has not been proved or tested. In this study, five soil profiles sampled from the Taoyuan tableland were examined for the degree of chemical weathering by applying the theorem of mass balance. The soil prosperities of volumetric density, volume, and chemical

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szu-tzu, Chen, and 陳思慈. "Mass balance analysis on the lateritic soils of Tsaotun river terraces." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/87716773189146564839.

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碩士<br>國立彰化師範大學<br>地理學系<br>98<br>Mass balance analysis of soil provide relationship among bulk density, volume changes and soil chemical composition in relation to parent material. By estimating the gain, loss and translocation of elements in soil profile or horizons allows us to investigate the interactions between the soil evolution and the environments. Six soil pedons were sampled from Tsaotun river terraces in central Taiwan. This study based on the ratios of particle size and elements to identify parent material uniformity. The bottom (least weathered) horizon of the soil profile was

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蕭雅文. "Mass balance analysis on the lateritic soils of Tadu tableland and Hsinhse area." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/20170837930552203321.

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Van, Helden Michael John. "Measurement and Modeling of Anisotropic Spatial Variability of Soils for Probabilistic Stability Analysis of Earth Slopes." 2013. http://hdl.handle.net/1993/19683.

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Geotechnical engineering design has relied upon deterministic methods of analysis whereby values for analysis parameters and conditions are selected subjectively based on judgment with the intent of providing acceptable margins of safety. The objective of this research was to improve the use of probabilistic slope stability analysis in practice so that the design of slopes can be made on a consistent and probabilistic basis. The current research involved the development of a methodology for the measurement and modeling of the anisotropic autocorrelation distance of cohesive soils, which was

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Książki na temat "Lateritic soils Reliability analysis"

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International, Foundation Congress and Equipment Expo (2009 Orlando Fla ). Contemporary topics in in situ testing, analysis, and reliability of foundations: Selected papers from the 2009 International Foundation Congress and Equipment Expo : March 15-19, 2009, Orlando, Florida. American Society of Civil Engineers, 2009.

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Części książek na temat "Lateritic soils Reliability analysis"

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Zhang, Jie, Te Xiao, Jian Ji, Peng Zeng, and Zijun Cao. "Spatial Variability of Soils." In Geotechnical Reliability Analysis. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6254-7_5.

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Xie, Rong, Shengxia Hu, Li Yong, Sen Lin, Kuang Bo, and Wang Haojie. "Effect of Dry-Wet Cycle on Slope Stability of Laterite Subgrade." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_8.

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AbstractIn order to explore influencing factors of stability of laterite subgrade slope under the action of dry and wet cycle, the indoor direct shear tests of compacted laterite under different dry and wet cycles were carried out, and the strength parameters were obtained. The stress correction method was introduced to analyze the influence of the number of dry and wet cycles on the strength of laterite and the influence of stress correction on the analysis results. Based on the results of direct shear tests, Geostudio finite element software was used to simulate the stability and influencing

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Metya, S., S. Dey, G. Bhattacharya, and R. Chowdhury. "Reliability Analysis of Slopes in Soils with Strain-Softening Behaviour." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_31.

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Wengang, Zhang, Liu Hanlong, Wang Lin, Zhu Xing, and Zhang Yanmei. "Efficient Reliability Analysis of Slopes in Spatially Variable Soils Using XGBoost." In Application of Machine Learning in Slope Stability Assessment. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2756-2_9.

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Zhang, Zheming, Jian Ji, and Xiangfeng Guo. "Reliability Analysis and Design for Tunnel Face Stability in Spatially Random Soils." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1257-1_90.

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Sahis, M., G. Bhattacharya, and Robin Chowdhury. "Reliability analysis of rainfall induced slope instability of unsaturated soil slopes." In Unsaturated Soils: Research & Applications. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-187.

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Sahis, M. K., G. Bhattacharya, and Robin Chowdhury. "Reliability analysis of rainfall induced slope instability of unsaturated soil slopes." In Unsaturated Soils: Research & Applications. CRC Press, 2020. http://dx.doi.org/10.1201/9781003070580-52.

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"Reliability analysis of liquefaction potential of soils using standard penetration test." In Reliability-Based Design in Geotechnical Engineering. CRC Press, 2008. http://dx.doi.org/10.1201/9781482265811-18.

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Jiang Shuihua, Li Dianqing, and Wei Bowen. "Reliability Analysis of Heterogeneous Slope Considering Effect of Distribution Types." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-730.

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The effect of probability distributions on the slope reliability is highlighted in this study since the lognormal distribution is often used to characterize the variability of soil properties to avoid negative values. A multiple response-surface based MCS method for slope reliability analysis in spatially variable soils is proposed. A heterogeneous slope consisting of three soil layers (including a weak layer) is studied to demonstrate the validity of the proposed method and explore the effect of probability distributions for soil shear strength parameters on the reliability of the heterogeneo

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Xiao Te, Li Dianqing, Cao Zijun, and Tang Xiaosong. "Non-intrusive Reliability Analysis of Multi-layered Slopes in Spatially Variable Soils." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-182.

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Stochastic finite element method and random finite element method can provide rigorous tools for slope reliability analysis incorporating spatial variability of soil properties. However, both of them are difficult to be applied into practice due to the modification of finite-element codes and the low efficiency, respectively. To address these problems, this paper develops a more practical approach called non-intrusive stochastic finite element method (NISFEM) for slope reliability analysis in spatially variable soils. In the NISFEM, the random fields of spatially variable soils are generated u

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Streszczenia konferencji na temat "Lateritic soils Reliability analysis"

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Rashkovich, Vasily, Dmitry Rukhovich, and Dmitri Borschev. "MULTITEMPORAL SPECTRAL CHARACTERISTICS OF INTRAFIELD SOIL FERTILITY HETEROGENITY ZONES OF NORTHERN KAZAKHSTAN ARABLE LANDS." In 24th SGEM International Multidisciplinary Scientific GeoConference 2024. STEF92 Technology, 2024. https://doi.org/10.5593/sgem2024/3.1/s13.32.

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New methods for assessing soil cover heterogeneity, based on the analysis of extensive satellite data using neural network filtering technologies, were implemented to evaluate the territory of northern Kazakhstan. A comparative analysis of the quality of soil cover structure (SCS) determination, using remote sensing data, was conducted using two different methods. The first method is indirect and involves determining the SCS by analyzing and aggregating multitemporal vegetation indices (MVI). The second method is unique and involves determining the spectral neighborhood of the soil line in RED

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Raghuram, A. S. S., and B. Munwar Basha. "Stability Analysis of Unsaturated Infinite Slopes A Reliability Perspective." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481691.019.

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Herath, H. M. I. A., W. A. M. Piyumangi, K. P. M. K. Kanishta, et al. "Assessing the potential of critical metals and rare earth elements in lateritic soils of the Southwestern region of Sri Lanka." In International Symposium on Earth Resources Management & Environment - ISERME 2023. Department of Earth Resources Engineering, 2023. http://dx.doi.org/10.31705/iserme.2023.22.

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Laterites are currently considered potential targets for critical metals (CMs) exploration considering their near-surface occurrence, large dissemination, and enrichment of CMs in lateritic soil during weathering. Although prominent lateritic formations are found in Sri Lankan geological terrain, the potential for CMs has not been explored yet. Therefore, the present study assesses the potential of CMs in laterites of the southwestern part of the country. 60 samples were collected covering the overall study area and processed for critical metal analysis. The metal concentrations of CMs: Al, Ni

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Tan, Xiao-hui, Yan Xie, Xiao-liang Hou, Peng Li, and Xue Wang. "Reliability Analysis of Shallow Foundations on Unsaturated Soils under Rainfall Infiltration." In Geo-Risk 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480724.054.

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S.M, Dasaka, and Aniruddh Jain. "Uncertainty Analysis of Bearing Capacity of Soils Obtained from Field Plate Load Tests." In 5th Asian-Pacific Symposium on Structural Reliability and its Applications. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2219-7_p332.

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Abu-Farsakh, Murad, Sungmin Yoon, Ching Tsai, and Zhongjie Zhang. "Reliability Based Analysis of Axial Load Capacity of Drilled Shaft in Louisiana Soils." In International Foundation Congress and Equipment Expo 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41022(336)61.

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Liu, Yixuan, Chen Jiang, Zhen Hu, et al. "Mission Mobility Reliability Analysis of Off-Road Ground Vehicles." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22201.

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Abstract The NATO Reference Mobility Model (NRMM) has been developed to predict the mobility of off-road ground vehicles based on modeling and simulation (M&S). Due to various uncertainty sources in the M&S, uncertainty is inherent in the vehicle mobility. Aims to account for the uncertainty in the mobility prediction in mission planning, this paper develops a simulation-based mission mobility reliability analysis framework for off-road ground vehicles. A concept of mission mobility reliability (MMR) is first proposed to quantify the reliability of a mission path which passes through d

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Deng, Zhi-Ping, Min Zhong, Min Pan, Jing-Tai Niu, and Ke-Hong Zheng. "Efficient Reliability Analysis of Slopes in Spatially Variable Soils Based on Active-Learning Multivariate Adaptive Regression Spline." In International Symposium for Geotechnical Safety & Risk. Research Publishing Services, 2022. http://dx.doi.org/10.3850/978-981-18-5182-7_00-03-006.xml.

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Sa´nchez Moreno, Jorge, Edison Castro Prates de Lima, and Gilberto Bruno Ellwanger. "Suction Piles in Clay: Reliability Assessment of Deepwaters." In 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92593.

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This paper presents an illustrative example of the reliability assessment of suction piles foundation in clayey soils for deepwater applications. The results of two reliability approaches, using suction piles as the foundation system for tension leg platforms (TLPs) under deep waters environmental conditions in the Campeche Bay (Mexico), are compared. The first approach uses the first-order second moment (FORM) reliability method with a suction pile analytical model and the second one uses the Monte Carlo reliability method with a suction pile Finite Element model. The uncertainties of the loa

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Zhao, Yanbing, and Haixiao Liu. "Large Deformation Finite Element Analysis of the Anchor Line Embedded in Seabed Soils." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10586.

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For most anchors in offshore engineering, such as the anchor pile and the drag anchor, the attachment point will generally be significantly below the seafloor surface, and therefore a portion of the anchor line will be deeply embedded in seabed soils. Complicated interaction happens between the anchor and the embedded anchor line, and the tension at the attachment point and the reverse catenary shape of embedded anchor line play a key role in assessing the capacity and reliability of the anchorage system. Previous investigations on the force distribution and the reverse catenary shape of embed

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Raporty organizacyjne na temat "Lateritic soils Reliability analysis"

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Gupta, Kanika, Sung Soo Park, Antonio Bobet, and Tommy Nantung. Improved Reliability of FWD Test Results and Correlations with Resilient Modulus. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317370.

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Resilient modulus (MR) is a key factor in the Mechanistic Empirical Pavement Design Guide (MEPDG) which was adopted by INDOT in January 2009. The resilient modulus can be determined in new pavement projects from subgrade soil samples collected at the site. However, for a pavement rehabilitation project, it becomes difficult to obtain soil information, and coring for samples may not be feasible because of traffic. The literature is rich with correlations between the MR of the subgrade obtained in the laboratory with that estimated from FWD tests in the field. However, the review conducted shows

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