Gotowe bibliografie tematyczne / Geotechnical evaluation

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  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
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Gotowa bibliografia na temat „Geotechnical evaluation”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Geotechnical evaluation"

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Rabarijoely, Simon, Stanisław Jabłonowski, and Kazimierz Garbulewski. "BAYANAL code in geotechnical design based on Eurocode 7." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 45, no. 1 (2013): 17–26. http://dx.doi.org/10.2478/sggw-2013-0002.

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Abstract BAYANAL code in geotechnical design based on Eurocode 7. Geotechnical problems that are characterized by a high degree of complexity and uncertainty with respect to the input data are solved recently, using the Bayesian analysis (for instance the problem of a cautious estimation of the geotechnical characteristic parameters according to the Eurocode 7 requirements). The applicability of the Bayesian approach to geotechnics via a simple examples related to determination of characteristic values of geotechnical parameters for design structures is in the paper addressed. In order to sele
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Lukpanov, Rauan, Duman Dyussembinov, Aigerim Yenkebayeva, and Zhibek Zhantlesova. "Evaluation of tensile strength characteristics of geosynthetic materials designed to ensure embankment stability." Technobius 3, no. 2 (2023): 0036. http://dx.doi.org/10.54355/tbus/3.2.2023.0036.

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This article highlights the significance of geogrids and geosynthetic materials in addressing geotechnical engineering challenges and provides a foundation for further research and advancements in this field. The article explores the role of geogrids and geosynthetic materials in modern geotechnical engineering. Geogrids are three-dimensional structures made of polymer materials with apertures or cells filled with soil or other materials. They are extensively utilized for soil reinforcement, erosion control, surface stability, and ensuring the durability of various geotechnical structures. Geo
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Al-Khateeb, Azhar A. G., and Arsen O. Capigian. "Geotechnical Evaluation of Baktiari Hill Kurdistan District/Iraq." Journal of Zankoy Sulaimani - Part A 15, no. 3 (2013): 133–44. http://dx.doi.org/10.17656/jzs.10263.

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Zohra-Hadjadj, Fatima, Nadia Laredj, Mustapha Maliki, Hanifi Missoum, and Karim Bendani. "Laboratory evaluation of soil geotechnical properties via electrical conductivity." Revista Facultad de Ingeniería Universidad de Antioquia, no. 90 (February 7, 2019): 101–12. http://dx.doi.org/10.17533/udea.redin.n90a11.

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In recent years, the use of electrical methods has been improved considerably in several areas such as environment, agronomy, geophysics and geotechnics. Electrical resistivity may be used as a parameter in soil characterization; it may have many advantages for the determination of geotechnical factors influencing the behavior of soil. In this research, laboratory tests were carried out on natural sodic soil from the region of Ain Nouissy (Mostaganem) to investigate the geotechnical and chemical behavior of a natural soil using electrical resistivity measurements under various conditions. This
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Fatima, Zohra-Hadjadj, Laredj Nadia, Maliki Mustapha, Missoum Hanifi, and Bendani Karim. "Laboratory evaluation of soil geotechnical properties via electrical conductivity." Revista Facultad de Ingeniería, Universidad de Antioquia, no. 90 (February 7, 2019): 101–12. https://doi.org/10.17533/udea.redin.n90a11.

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In recent years, the use of electrical methods has been improved considerably in several areas such as environment, agronomy, geophysics and geotechnics. Electrical resistivity may be used as a parameter in soil characterization; it may have many advantages for the determination of geotechnical factors influencing the behavior of soil. In this research, laboratory tests were carried out on natural sodic soil from the region of Ain Nouissy (Mostaganem) to investigate the geotechnical and chemical behavior of a natural soil using electrical resistivity measurements under various conditions. This
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Phoon, Kok-Kwang, and Fred H. Kulhawy. "Evaluation of geotechnical property variability." Canadian Geotechnical Journal 36, no. 4 (1999): 625–39. http://dx.doi.org/10.1139/t99-039.

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To evaluate geotechnical variability on a general basis that will facilitate the use of reliability-based design procedures, it is necessary to assess inherent soil variability, measurement error, and transformation uncertainty separately. The inherent variability and measurement error are addressed in a companion paper, and transformation uncertainty is addressed herein. A second-moment probabilistic approach is applied to combine these uncertainties consistently based on the manner in which the design soil property is derived. The design properties considered in this paper are undrained shea
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Konoreva, Tatiana, Olesia Miliushenko, and Oksana Kovaleva. "Formation and Evaluation of Costs for Geotechnical Monitoring." E3S Web of Conferences 174 (2020): 01032. http://dx.doi.org/10.1051/e3sconf/202017401032.

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In this paper, the features of a set of works on geotechnical monitoring as an object of cost accounting are identified. The factors that determine the specifics of various geotechnical monitoring agreements that affect related costs are studied. The modern practice of the formation and accounting of costs for geotechnical monitoring in the exploring and mining organizations is investigated. The expediency of applying the project method of accounting and cost estimation for a complex of geotechnical monitoring works is substantiated. Using of appropriate documentary forms of accounting and cos
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Ijaz, Zain, Cheng Zhao, Nauman Ijaz, Zia ur Rehman, and Aashan Ijaz. "Advanced geospatial modeling and statistical evaluation of heterogenous geotechnical facets at multiple depths using the improved formulation of modified Shepard IDW algorithm." IOP Conference Series: Earth and Environmental Science 1337, no. 1 (2024): 012053. http://dx.doi.org/10.1088/1755-1315/1337/1/012053.

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Abstract A formidable challenge in geology and geotechnics is the significant spatial heterogeneity in the subsoil characteristics in fine-scale grids. To mitigate this problem, geotechnical data is integrated as geotechnical soil maps (GSMs), which uses sophisticated interpolation techniques and provides an advanced understanding and accurate depiction of subsurface variability. This study uses an improved formulation of inverse distance weighting (IDW) algorithm based on modified Shepard method, integrated with the Google Earth Engine platform. The prediction efficiencies of GSMs and traditi
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Cherubini, Claudio, and Concetta I. Giasi. "Characterization of geotechnical variability and Evaluation of geotechnical property variability: Discussion." Canadian Geotechnical Journal 38, no. 1 (2001): 213. http://dx.doi.org/10.1139/t00-089.

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Phoon, Kok-Kwang, and Fred H. Kulhawy. "Characterization of geotechnical variability and Evaluation of geotechnical property variability: Reply." Canadian Geotechnical Journal 38, no. 1 (2001): 214–15. http://dx.doi.org/10.1139/t00-090.

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Rozprawy doktorskie na temat "Geotechnical evaluation"

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Hingston, Egerton Daniel Christian. "Geotechnical uncertainty in the evaluation of landslide hazards." Thesis, University of Leeds, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.502775.

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Wyatt, Timothy Robert. "Development and evaluation of an educational software tool for geotechnical engineering." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20225.

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Al, Omari Roaa, and Yasmeen Alali. "Grouting Design Considering Different Geological Conditions : Grout evaluation for the extension of the Blue Metro Line." Thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302700.

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This thesis forms the basis for a new documented experience of grouting design and work in the extension of the blue metro line in Stockholm. It includes documentation of the grouting design based on theoretical basis, stop criteria and fan geometries for favorable and unfavorable geological conditions. The work is concerned in evaluating the design stop criteria in different geological conditions to assess the efficiency of grouting process, and its compatibility to the maximum permissible leakage according to applications submitted to the land and environmental court in Stockholm. The work w
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Lekea, Angella. "Evaluation of the electrical density gauge for in-situ moisture and density determination." Master's thesis, University of Cape Town, 2015. http://hdl.handle.net/11427/24301.

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Densification of soil during construction of earth structures is achieved through the process of compaction by application of mechanical energy to obtain the required engineering properties of the soil for a particular project such as hydraulic conductivity, soil strength and compressibility. These properties are dependent on attainment of high compaction densities normally achieved at specific moisture contents for a given compactive effort. The optimum moisture content and maximum dry density for a particular soil is determined by means of Proctor tests in the laboratory. A relative compacti
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Holmström, Robin, and Dmytro Yakubov. "Evaluation of future trial embankments : A study of measurement methods to apply on Lampen test embankments, Kalix, Sweden." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62824.

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At the Lampen site outside of Kalix, Sweden two embankments with heights 1,5m and 2m have been built to study and test the properties of sulfide soil that is located in the Gulf of Bothnia coastal areas. In this master thesis investigations have been done on what more could be done at the Lampen site today concerning new technics, measurements, observations and calculations etc. rather than building new embankments. Conclusions have been drawn from a total of 7 cases including Lampen what more could be done at the Lampen site. Verifications have also been done on the work made at the different
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LAGO, LARISSA NEVES. "GEOLOGICAL-GEOTECHNICAL EVALUATION OF AGGREGATES OF GRANULITIC ROCK FOR USE IN ASPHALT PAVING." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35893@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>PROGRAMA DE EXCELENCIA ACADEMICA<br>Os agregados são os bens minerais mais consumidos pela indústria de construção civil. Em pavimentos asfálticos, os agregados consistem em cerca de 85 por cento do volume total, e suas propriedades influenciam diretamente em seu comportamento. O presente trabalho refere-se ao estudo da viabilidade de agregados de rochas submetidas ao processo de metamorfismo em condições de alto grau para utilização em pavimentação asfáltica. Os agregados em q
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Granskär, Joakim. "Evaluation of SCPT-surveys as method for accessing dynamic modulus." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-68756.

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The purpose of this master thesis is to evaluate the results from the completed SCPT (Seismic Cone Penetration Test) surveys with respect to the methods ability to estimate dynamic young´s modulus. This has been done by comparing the result from SCPT to other seismic methods and dynamic parameters converted from “static” geotechnical surveys. SCPT is a relatively new method which has not been used by Sweco or in Sweden to any greater extent and is therefore of interest to be looked in to. By adding two geophones to an ordinary CPT (Cone Penetration Test) equipment as well as including strike p
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Moisidi, Margarita. "Geological geophysical and seismological investigations for earthquake hazard estimation in western Crete." Thesis, Brunel University, 2009. http://bura.brunel.ac.uk/handle/2438/4454.

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The purpose of the thesis is the determination of potentially seismic active sources and of the dynamic response evaluation of surface and subsurface structure at sites where the geometric and dynamic properties of the ground can strongly amplify seismic motions. A combination of methods involving the study of geology, geophysics and seismology disciplines permitting cross-comparison of techniques in a robust approach is applied to address these issues. The study area is focused in Kastelli-Kissamou and Paleohora half graben basins in northwestern and southwestern Crete that is located in one
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Sanchez, Caballero Lizeth Katherine. "Geostatistical modeling of geotechnical variables considering directional dependence." Electronic Thesis or Diss., Université Paris sciences et lettres, 2022. https://thesesprivees.mines-paristech.fr/2022/2022UPSLM045_archivage.pdf.

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Avec la modélisation géologique et géométallurgique, la modélisation géotechnique est l'une des composantes essentielles de la planification et du développement de projets miniers à ciel ouvert et souterrains. Une caractéristique particulière de nombreuses variables géotechniques est d'être dépendante de la direction, c'est-à-dire que la mesure d'une carotte de sondage dépend non seulement de sa position géographique mais aussi de son orientation. Pour tenir compte de cette caractéristique, il est proposé de régionaliser les variables géotechniques dans un espace à cinq dimensions correspondan
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Ozyurt, Gokhan. "Cataloging And Statistical Evaluation Of Common Mistakes In Geotechnical Investigation Reports For Buildings On Shallow Foundations." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12615084/index.pdf.

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Information presented in site investigation reports has a strong influence in design, project costs and safety. For this reason, both the quality and the reliability of site investigation reports are important. However in our country, geotechnical engineering is relegated to second place and site investigation studies, especially parcel-basis ground investigation works<br>do not receive the attention they deserve. In this study, site investigation reports, that are required for the license of design projects, are examined and the missing/incorrect site investigations, laboratory tests, geotech
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Książki na temat "Geotechnical evaluation"

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Maleki, H. N. Geotechnical evaluation of caving mining systems. s.n, 1990.

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Indian Geotechnical Conference (1988 Allahabad, India). Indian Geotechnical Conference, December 15-17, 1988 on evaluation and applications in geotechnical engineering: Proceedings. Sarita Prakashan, 1988.

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ASCE Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities (2000 Amherst, Mass.). Performance confirmation of constructed geotechnical facilities: Proceedings of sessions of ASCE Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities : April 9-12, 2000, Amherst, Massachusetts. American Society of Civil Engineers, 2000.

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Withiam, James L. Recommended practice for evaluation of metal-tensioned systems in geotechnical applications. National Academy Press, 2002.

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Agency, International Atomic Energy, ed. Geotechnical aspects of site evaluation and foundations for nuclear power plants: Safety guide. International Atomic Energy Agency, 2004.

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Jones, Andy. Tolgarrick Road: Archaeological recording during geotechnical evaluation works : a report for Kerrier District Council. Cornwall Archaeological Unit, 2000.

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N, Baker Clyde, American Society of Civil Engineers. Geotechnical Engineering Division., and ASCE National Convention (1985 : Denver, Colo.), eds. Drilled piers and caissons II: Construction under slurry/nondestructive integrity evaluation/load testing/geotechnical behavior under load : proceedings of a session. ASCE, 1985.

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Georgia) GeoRisk 2011 (2011 Atlanta. GeoRisk 2011: Geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia. Edited by Phoon Kok-Kwang, Puppala Anand J, Green Russell A, and Fenton Gordon A. American Society of Civil Engineers, 2011.

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An-Bin, Huang, and Mayne Paul W, eds. Geotechnical and geophysical site characterization: Proceedings of the third International Conference on Site Characterization ISC'3, Taipei, Taiwan, 1-4 April, 2008. Taylor & Francis, 2008.

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Puzrin, A. M. Constitutive Modelling in Geomechanics: Introduction. Springer Berlin Heidelberg, 2012.

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Części książek na temat "Geotechnical evaluation"

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Wyllie, Duncan C. "Risk evaluation and acceptance." In Risk Management for Geotechnical Engineering. CRC Press, 2023. http://dx.doi.org/10.1201/9781003271864-5.

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Luna, Ronaldo, and J. David Frost. "Treasure Island's Spatial Liquefaction Evaluation." In National Geotechnical Experimentation Sites. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/9780784404843.ch15.

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Kulhawy, Fred H. "Improving Geotechnical Uncertainty Evaluation in Reliability-Based Design." In Engineering Geology for Society and Territory - Volume 6. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09060-3_58.

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Tang, Chong, and Kok-Kwang Phoon. "Evaluation and Incorporation of Uncertainties in Geotechnical Engineering." In Model Uncertainties in Foundation Design. CRC Press, 2021. http://dx.doi.org/10.1201/9780429024993-3.

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Anbalagan, R., Sujata Parida, and K. Lakshmanan. "Geotechnical Evaluation of Lakhwar Underground Powerhouse, Uttrakhand Himalaya, India." In On a Sustainable Future of the Earth's Natural Resources. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-32917-3_13.

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Sundaram, Ravi, Sorabh Gupta, Rudra Budhbhatti, and Kinjal Parmar. "Geotechnical Evaluation of a Landslide in the Lesser Himalayas." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6701-4_37.

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Gangrade, R., W. Trainor-Guitton, M. Mooney, and J. Grasmick. "Evaluation of geological/geotechnical geostatistical models for tunneling applications." In Geotechnical Aspects of Underground Construction in Soft Ground. 2nd Edition, 2nd ed. CRC Press, 2022. http://dx.doi.org/10.1201/9781003355595-5.

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Kawata, Kosei, Kazuhiro Tsurugasaki, and Tomoya Sato. "Geotechnical Investigation and Evaluation of Steel Slag Mixed Ground." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9722-0_81.

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Isaković, Tatjana, Antonio Arêde, Donatello Cardone, et al. "Case Studies and Comparative Evaluation of Methods." In Geotechnical, Geological and Earthquake Engineering. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-3943-7_4.

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Pavel, Florin, Viorel Popa, and Radu Vacareanu. "Evaluation of Soil Conditions in Bucharest." In SpringerBriefs in Geotechnical and Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73402-6_2.

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Streszczenia konferencji na temat "Geotechnical evaluation"

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Alam, Md Zahangir, Md Sahadat Hossain, and Sonia Samir. "Performance Evaluation of a Bioreactor Landfill Operation." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480434.028.

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Gonzalez, Etienne, Abdurrahman Almikati, and Jorge Gabriel Zornberg. "Experimental Performance Evaluation of Geotechnical Encased Columns." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784486016.036.

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Babaee, A., C. D. P. Baxter, and A. S. Bradshaw. "Evaluation of an Active Control, Constant Normal Stiffness Apparatus for Improved Evaluation of Shaft Friction in Micropiles in the Offshore Environment." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784486009.028.

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Shamet, Ryan M., Kathy Gray, and Boo Hyun Nam. "Sinkhole Risk Evaluation by a Subsurface Cone Penetration Test." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.049.

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Suresh Babu, Akshay, Md Fyaz Sadiq, Ceren Aydin, Raul Velasquez, and Bernard Izevbekhai. "Evaluation of Large Language Models as Geotechnical Virtual Assistant." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485989.006.

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Kumar, Prince, Anand J. Puppala, Surya Sarat Chandra Congress, and Jeb S. Tingle. "Laboratory Durability Evaluation of Sandy Soil Stabilized with Synthetic Polymer." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784486016.028.

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Ramesh, Venkataraman, and Ellen M. Rathje. "Evaluation of Seismic Slope Displacement Models Using Case History Data." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485996.030.

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Anthony Matthews, P., J. Brian Anderson, James S. Davidson, David B. Roueche, and Dan T. Jackson. "Foundation Anchor Testing and Performance Evaluation in Varying Soil Environments." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485972.054.

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Dayioglu, Asli Yalcin, and Ahmet H. Aydilek. "Evaluation of Mitigation Techniques for the Expansive Behavior of Steel Slag." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480434.039.

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Dolez, Patricia I., and Eric Blond. "Evaluation of Geotextile Performance for the Filtration of Fine-Grained Tailings." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.029.

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Raporty organizacyjne na temat "Geotechnical evaluation"

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Koehler, R. D., R. D. Reger, K. R. Sicard, and E. R. Spangler. Yukon River bridge landslide: Preliminary geologic and geotechnical evaluation. Alaska Division of Geological & Geophysical Surveys, 2013. http://dx.doi.org/10.14509/25642.

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Walshire, Lucas, Joseph Dunbar, Isaac Stephens, Maureen Corcoran, Carla Roig-Silva, and Julie Kelley. Geotechnical evaluation of the Brownsville levee cracking and partial slope failure. Geotechnical and Structures Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/22726.

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Priestas, Anthony, John Hull, Reed Ellis, Charles McKenzie, and Joseph Gailani. Laboratory Evaluation of Aquablok™ Erosion Resistance: Implications for Geotechnical Applications. Engineer Research and Development Center (U.S.), 2020. http://dx.doi.org/10.21079/11681/38140.

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Nataraj, M. S. Preliminary geotechnical evaluation of deep borehole facilities for nuclear waste disposal in shales. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/6149174.

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CORPS OF ENGINEERS WASHINGTON DC. Planning: Risk-Based Analysis for Evaluation of Hydrology/Hydraulics, Geotechnical Stability, and Economics in Flood Damage Reduction Studies. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada404390.

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Garcia, Lyan, James Rowland, and Jeb Tingle. Evaluation of geocell-reinforced backfill for airfield pavement repair. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/42550.

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After an airfield has been attacked, temporary airfield pavement repairs should be accomplished quickly to restore flight operations. Often, the repairs are made with inadequate materials and insufficient manpower due to limited available resources. Legacy airfield damage repair (ADR) methods for repairing bomb damage consist of using bomb damage debris to fill the crater, followed by placement of crushed stone or rapid-setting flowable fill backfill with a foreign object debris (FOD) cover. While these backfill methods have provided successful results, they are heavily dependent on specific m
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Morsy, Amr, and Emma Varela. Evaluation of Long-Term Performance of Transportation Earthworks Prone to Weather-Driven Deterioration Under Changing Climate. Mineta Transportation Institute, 2025. https://doi.org/10.31979/mti.2025.2438.

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Embankments are key transportation infrastructure features providing essential support for long, linear stretches of transportation infrastructure, including highways and railways, in California and globally. Clay embankments are susceptible to weather-related deterioration processes that can gradually compromise their stability and, in some cases, lead to unexpected failures. Climate change, along with the associated shifts in weather patterns, is projected to adversely impact weather-related deterioration processes, leading to exacerbated failures and/or shorter service life. This study eval
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Lopez Ruiz, Maria Camila, Micaela Largent, Tracy Becker, and Jennie Watson-Lamprey. Correlation of Ground Motion Duration with Spectral Acceleration and Implications for Expected Bridge Performance. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/pjpa6337.

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Construction or detailed evaluation of transportation infrastructure requires site-specific ground motions for input into nonlinear structural models. These site-specific ground motions are generally selected based on the magnitude, distance, and site condition of the recorded ground motion. A preliminary study performed by Slate Geotechnical Consultants found that duration and spectral acceleration are negatively correlated for large-magnitude earthquakes recorded on soft-soil sites (Vs30&lt;360 m/s). This means that if the target spectral acceleration is above average, then the average durat
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Turner, John. Evaluation of Elongation Criteria and Friction Loss in Ground Anchors. Deep Foundations Institute, 2014. http://dx.doi.org/10.37308/cpf-2013-soil-1.

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This report describes a research project for evaluating the applicability of the widely accepted 80 percent criterion for elongation of ground anchors to anchors with unbonded lengths exceeding 100 feet. This issue is driven by several recent projects involving ground anchors for landslide stabilization in which a significant percentage of the anchors did not meet the criterion that requires measured elongation during proof load testing of at least 80 percent of the theoretical elastic elongation. The projects involved anchor unbonded lengths in the range of 85 to 220 feet, which is outside th
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Stuedlein, Armin, Ali Dadashiserej, and Amalesh Jana. Models for the Cyclic Resistance of Silts and Evaluation of Cyclic Failure during Subduction Zone Earthquakes. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/zkvv5271.

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This report describes several advances in the cyclic failure assessment of silt soils with immediate and practical benefit to the geotechnical earthquake engineering profession. First, a database of cyclic loading test data is assembled, evaluated, and used to assess trends in the curvature of the CRR-N (cyclic resistance ratio - the number of equivalent cycles) relationship. This effort culminated in a plasticity index-dependent function which can be used to estimate the exponent b in the power law describing cyclic resistance, and may be used to estimate the cyclic resistance of silt soils a
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