Relevant bibliographies by topics / Geotechnical analyses

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

Academic literature on the topic 'Geotechnical analyses'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Geotechnical analyses"

1

Malinin, A. G., P. A. Malinin, S. A. Chernopazov, I. L. Gladkov, and A. V. Vorob’ev. "Computer programs for geotechnical analyses." Soil Mechanics and Foundation Engineering 45, no. 1 (2008): 13–16. http://dx.doi.org/10.1007/s11204-008-0003-z.

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Lacasse, S., and F. Nadim. "Probabilistic geotechnical analyses for offshore facilities." Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 1, no. 1 (2007): 21–42. http://dx.doi.org/10.1080/17499510701204224.

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Benz, Thomas, Radu Schwab, and Pieter Vermeer. "Small-strain stiffness in geotechnical analyses." Bautechnik 86, S1 (2009): 16–27. http://dx.doi.org/10.1002/bate.200910038.

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Ronold, Knut O., and Peter Bjerager. "Model Uncertainty Representation in Geotechnical Reliability Analyses." Journal of Geotechnical Engineering 118, no. 3 (1992): 363–76. http://dx.doi.org/10.1061/(asce)0733-9410(1992)118:3(363).

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Montrasio, Lorella, and Michele Placido Antonio Gatto. "Experimental Analyses on Cellular Polymers for Geotechnical Applications." Procedia Engineering 158 (2016): 272–77. http://dx.doi.org/10.1016/j.proeng.2016.08.441.

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El-Hamalawi, A., and M. D. Bolton. "A-posteriori error estimation in axisymmetric geotechnical analyses." Computers and Geotechnics 29, no. 8 (2002): 587–607. http://dx.doi.org/10.1016/s0266-352x(02)00015-0.

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Wang, Dong, Britta Bienen, Majid Nazem, et al. "Large deformation finite element analyses in geotechnical engineering." Computers and Geotechnics 65 (April 2015): 104–14. http://dx.doi.org/10.1016/j.compgeo.2014.12.005.

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Pieczyńska-Kozłowska, Joanna M. "Comparison Between Two Methods for Estimating the Vertical Scale of Fluctuation for Modeling Random Geotechnical Problems." Studia Geotechnica et Mechanica 37, no. 4 (2015): 95–103. http://dx.doi.org/10.1515/sgem-2015-0049.

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Abstract The design process in geotechnical engineering requires the most accurate mapping of soil. The difficulty lies in the spatial variability of soil parameters, which has been a site of investigation of many researches for many years. This study analyses the soil-modeling problem by suggesting two effective methods of acquiring information for modeling that consists of variability from cone penetration test (CPT). The first method has been used in geotechnical engineering, but the second one has not been associated with geotechnics so far. Both methods are applied to a case study in whic
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Li, An-Jui, Abdoulie Fatty, and I.-Tung Yang. "Use of Evolutionary Computation to Improve Rock Slope Back Analysis." Applied Sciences 10, no. 6 (2020): 2012. http://dx.doi.org/10.3390/app10062012.

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Generally, in geotechnical engineering, back analyses are used to investigate uncertain parameters. Back analyses can be undertaken by considering known conditions, such as failure surfaces, displacements, and structural performances. Many geotechnical problems have irregular solution domains, with the objective function being non-convex, and may not be continuous functions. As such, a complex non-linear optimization function is typically required for most geotechnical problems to attain a better understanding of these uncertainties. Therefore, particle swarm optimization (PSO) and a genetic a
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Knabe, Tina, Helmut F. Schweiger, and Tom Schanz. "Calibration of constitutive parameters by inverse analysis for a geotechnical boundary problem." Canadian Geotechnical Journal 49, no. 2 (2012): 170–83. http://dx.doi.org/10.1139/t11-091.

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The finite element method (FEM) has become a standard tool for solving complex problems in geotechnical engineering. Many different advanced constitutive models for fine-grained soils have been developed in recent years, which can consider various phenomena of soil. Generally, the number of constitutive parameters increases with phenomena incorporated in the model, and their determination is one of the key issues in numerical modeling in geotechnics. Normally, experimental data, experience, and back analyses based on engineering judgment are used to arrive at appropriate input parameters for a
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Dissertations / Theses on the topic "Geotechnical analyses"

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RIBEIRO, ROMULO CASTELLO HENRIQUES. "APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2008. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>Em análises geotécnicas, previsões de deformações ou de fatores de segurança são desenvolvidas com base em métodos determinísticos, que admitem como fixos e conhecidos os parâmetros do solo ou da rocha. Entretanto, tais previsões são afetadas por incertezas provenientes da impossibilidade de reprodução das condições de campo em laboratório, da perturbação do solo devida à instalação de instrumentos, das ocorrências geomecânicas não detectadas durante a campanha de sondagens, da variabilidade inerente ao maciço, entre outra
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Ho, David Kar Hung. "Analyses of geotechnical construction by the finite element method." Thesis, University of Manchester, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.277388.

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McCombie, Paul F. "Some developments of limit equilibrium analyses in geotechnical engineering." Thesis, University of Bath, 2008. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.501625.

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Four journal papers have been selected from the candidate's published research output, to represent his work in developing analytical methods for use in geotechnical engineering design and analysis. Two of the papers contribute to significant advances in the understanding of the behaviour of dry-stone retaining walls, which will lead to greater confidence in the assessment of existing walls and the design of new walls. The other two papers develop optimisation and analysis routines with the aim of supporting the assessment of slope stability, and the design of new cut and built slopes and stab
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El-Hamalawi, Ashraf Abdul-Rahman. "Adaptive refinement of finite element meshes for geotechnical analyses." Thesis, University of Cambridge, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.627406.

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Kim, Jong Hee. "Improvement of geotechnical site investigations via statistical analyses and simulation." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/41218.

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The purpose of this study is to improve site investigation in geotechnical engineering via the evaluation and development of statistical approaches for characterizing the spatial variability of soil properties and the development of site investigation simulation software for educational use. This study consists of four components: statistical characteristics, data measurement, simulation, and educational training. Statistical measures of spatial variability of soil properties were examined for three different geographical areas where soil formation processes differ to assess the influence on
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Karparov, Krassimir Nikolov. "Slope stability analyses in complex geotechnical conditions thrust failure mechanisms /." Pretoria : [s.n.], 2003. http://upetd.up.ac.za/thesis/available/etd-03092007-153601.

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Lindberg, Niclas. "Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961.

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The purpose with this study was to investigate the impact of three-dimensional effects in slope stability for three-dimensional excavations and slopes with cohesive soils and compare the results with the method provided by the Swedish commission of slope stability in 1995 regarding three-dimensional effects. Both the factor of safety and the shape of the slip surface was compared between the methods but also the results from their equivalent two-dimensional geometry. The investigation was performed with models created in the finite element software PLAXIS 3D and the limit equilibrium software
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Clark-Mostert, Vennessa. "Geotechnical and risk analyses for the positioning of shafts at the Wesizwe Platinum project." Diss., University of Pretoria, 2011. http://hdl.handle.net/2263/79216.

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The Wesizwe main and ventilation shaft positions are sited within an almost square block formed by four faults. The shaft positions were not sited within the centre of gravity of the Wesizwe lease area. This is due to factors related to the local community and various environmental issues. It was decided to position the shaft in the current block as geological and rock engineering confidence was high in regard to the structures within the area, and the shaft position was falling within the allowable distance radius from the nearby community and river boundary. A seismic survey, conducted on th
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Clark-Mostert, Vannessa. "Geotechnical and risk analyses for the positioning of shafts at the Wesizwe Platinum project." Diss., University of Pretoria, 2011. http://hdl.handle.net/2263/31499.

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The Wesizwe main and ventilation shaft positions are sited within an almost square block formed by four faults. The shaft positions were not sited within the centre of gravity of the Wesizwe lease area. This is due to factors related to the local community and various environmental issues. It was decided to position the shaft in the current block as geological and rock engineering confidence was high in regard to the structures within the area, and the shaft position was falling within the allowable distance radius from the nearby community and river boundary. A seismic survey, conducted on t
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Yang, Zhaohui. "Development of geotechnical capabilities into OpenSees platform and their applications in soil-foundation-structure interaction analyses /." For electronic version search Digital dissertations database. Restricted to UC campuses. Access is free to UC campus dissertations, 2002. http://uclibs.org/PID/11984.

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Books on the topic "Geotechnical analyses"

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Srbulov, Milutin. Geotechnical Earthquake Engineering: Simplified Analyses with Case Studies and Examples. Springer Science+Business Media B.V., 2009.

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Chowdhury, Robin. Geotechnical slope analysis. CRC Press, 2010.

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Phil, Flentje, and Bhattacharya Gautam, eds. Geotechnical slope analysis. CRC Press, 2010.

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Geotechnical engineering analysis and evaluation. McGraw-Hill, 1986.

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Applied analyses in geotechnics. E & FN Spon, 2000.

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Lidija, Zdravković, ed. Finite element analysis in geotechnical engineering. Thomas Telford, 2001.

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Fernandes, Manuel Matos. Analysis and design of geotechnical structures. CRC Press, 2020. http://dx.doi.org/10.1201/9780429398452.

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Lidija, Zdravković, ed. Finite element analysis in geotechnical engineering: Theory. Telford, 1999.

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Potts, David M. Finite element analysis in geotechnical engineering: Theory. Thomas Telford, 1999.

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B, Andersland Orlando, ed. Geotechnical engineering and soil testing. Saunders College Pub., 1992.

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Book chapters on the topic "Geotechnical analyses"

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Sivakumar Babu, G. L., and Vikas Pratap Singh. "Back Analyses in Geotechnical Engineering." In Developments in Geotechnical Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2377-1_7.

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Hwang, Richard N. "Back Analyses in Forensic Geotechnical Engineering." In Developments in Geotechnical Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2377-1_9.

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Smith, I. M. "Parallel Coupled Analyses in Geotechnical Engineering." In Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_2.

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Boulanger, Ross W., Jack Montgomery, and Katerina Ziotopoulou. "Nonlinear Deformation Analyses of Liquefaction Effects on Embankment Dams." In Perspectives on Earthquake Geotechnical Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-10786-8_10.

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Şafak, Erdal, Eser Çaktı, and Yavuz Kaya. "Recent Developments on Structural Health Monitoring and Data Analyses." In Geotechnical, Geological, and Earthquake Engineering. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9544-2_14.

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Mizanur Rahman, Md, and T. G. Sitharam. "Post-liquefaction Data Collection and Analyses for Earthquakes in New Zealand." In Developments in Geotechnical Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2377-1_17.

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Rackwitz, Frank. "Possibilities and Limitations of ALE Large Deformations Analyses in Geotechnical Engineering." In Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-28516-6_6.

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Kos, J. "Non-Linear Analyses of Axially and Laterally Loaded Bored Piles." In Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_11.

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Dong, Wenjun, and Robert Bittner. "Design and Analyses of the Hurricane Protection Floodwall in South Louisiana." In Advances in Geotechnical Engineering & Geoenvironmental Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80142-7_5.

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Shafaghat, Amin, Hadi Khabbaz, and Behzad Fatahi. "Developing an Efficiency Equation for Tapered Pile Groups in Sand Using Mathematical and Numerical Analyses." In Advances in Urban Geotechnical Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80152-6_2.

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Conference papers on the topic "Geotechnical analyses"

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Chaulagai, Rabindra, Abdolreza Osouli, and José Clemente. "Probabilistic Slope Stability Analyses—A Case Study." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.045.

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Davie, J. R., J. L. M. Clemente, M. R. Lewis, and T. Liao. "Strain-Dependent Settlement Analyses of Heavily-Loaded Structures." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.046.

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Li, Jiale, and Xiong (Bill) Yu. "Feasibility Analyses of Using Renewable Wind Energy for Landslide Mitigation." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.038.

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VandenBerge, Daniel R. "V-Shaped Failure Surfaces in Bearing Capacity Type Limit Equilibrium Analyses." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.001.

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Elchiti, Imad, George Saad, Shadi Najjar, and Nader Nasreddine. "Investigation of Active Soil Pressures on Retaining Walls Using Finite Element Analyses." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.016.

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Arboleda-Monsalve, Luis G., Jaime A. Mercado, Andrew Sover, and David G. Zapata-Medina. "Liquefaction Analyses of the Port of Long Beach Using the UBC3D-PLM Constitutive Soil Model." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.037.

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Huzjak, Robert J., Adam B. Prochaska, and James A. Olsen. "Transient Seepage Analyses of Soil-Cement Uplift Pressures during Reservoir Drawdown." In Biennial Geotechnical Conference 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41006(332)6.

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Anderson, L. M., A. Kottke, and M. McHood. "Using 2D Analyses to Augment Probabilistic 1D Site Response Analysis." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481462.020.

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Oguz, Emir Ahmet, Yagizer Yalcin, and Nejan Huvaj. "Probabilistic Slope Stability Analyses: Effects of the Coefficient of Variation and the Cross-Correlation of Shear Strength Parameters." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480458.036.

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Su, Yun Y., Jose N. Oliveira Filho, Liang Y. Liu, and Youssef M. A. Hashash. "Integration of Construction Field Data and Geotechnical Analyses." In Construction Research Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40754(183)110.

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Reports on the topic "Geotechnical analyses"

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Washington TRU Solutions LLC. Geotechnical Analysis Report for July 2002 - June 2003. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/877309.

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Washington TRU Solutions LLC. Geotechnical Analysis Report for July 2003 - June 2004. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/877310.

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Author, Not Given. Geotechnical Analysis Report for July 2001 - June 2002. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/814859.

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Westinghouse TRU Solutions. Geotechnical Analysis Report for July 2000-June 2001. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/814861.

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Westinghouse TRU Solutions. Geotechnical Analysis Report for July 1999-June 2000. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/814862.

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Westinghouse. Geotechnical Analysis Report for July 1998-June 1999. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/814879.

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M.J. Mrugala. TBV-322/TBD-325 RESOLUTION ANALYSIS: GEOTECHNICAL ROCK PROPERTIES. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/862150.

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Ebeling, Robert, та Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39881.

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This technical report documents the second of a two-phase research and development (R&amp;D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&amp;D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structur
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Mohan, Varenya Kumar Duvvuru, Monica Prezzi, and Bob McCullouch. Analysis of Change Orders in Geotechnical Engineering Work at INDOT. Purdue University Press, 2011. http://dx.doi.org/10.5703/1288284314623.

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Freymond, R. J. Paleoclimatic and geotechnical analysis of ground temperature data at Alert, N.W.T. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/132674.

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