Thematische Bibliographien / Geotechnical methods

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „Geotechnical methods“

Autor: Grafiati
Veröffentlicht am 28. Juni 2021
Zuletzt aktualisiert am 29. Juli 2025

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Zeitschriftenartikel zum Thema "Geotechnical methods"

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CARR, J. R. "Probabilistic Methods in Geotechnical Engineering." Environmental & Engineering Geoscience I, no. 1 (1995): 122–23. http://dx.doi.org/10.2113/gseegeosci.i.1.122.

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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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Hrubesova, Eva, and Marek Mohyla. "Back Analysis Methods in Geotechnical Engineering." Advanced Materials Research 1020 (October 2014): 423–28. http://dx.doi.org/10.4028/www.scientific.net/amr.1020.423.

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The paper deals with the back analysis method in geotechnical engineering, that goal is evaluation the more objective and reliable parameters of the rock mass on the basis of in-situ measurements. Stress, deformational, strength and rheological parameters of the rock mass are usually determined by some inaccuracies and errors arising from the complexity and variability of the rock mass. This higher or lower degree of imprecision is reflected in the reliability of the mathematical modelling results. The paper presents the utilization of direct optimization back analysis method, based on the the
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Yuen, Ka-Veng, Jianye Ching, and Kok-Kwang Phoon. "Bayesian Learning Methods for Geotechnical Data." ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 7, no. 1 (2021): 02020002. http://dx.doi.org/10.1061/ajrua6.0001102.

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Muszynski, Mark R. "Incorporating Reliability Methods into Geotechnical Engineering Practice." Journal of Performance of Constructed Facilities 23, no. 3 (2009): 130–31. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000035.

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Alolote, Amadi. "The Anatomy of Geotechnical Risk Factors in Transportation Infrastructure Projects." INTERNATIONAL JOURNAL OF INNOVATION AND ECONOMIC DEVELOPMENT 4, no. 5 (2018): 20–30. http://dx.doi.org/10.18775/ijied.1849-7551-7020.2015.45.2002.

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Ground conditions constitute a key risk factor that can ultimately determine the successful performance of construction contracts, with the literature reporting statistics of projects which have significantly exceeded their initial budget due to geotechnical uncertainties. The study explores the nature of geotechnical risk factors in transportation infrastructure projects, which potentially lead to cost overruns. The study provides a kaleidoscopic view of the various routes to managing risks due to the ground, at the preconstruction phases of highway projects, and how a lack thereof, can culmi
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Juang, C. Hsein, Jie Zhang, Mengfen Shen, and Jinzheng Hu. "Probabilistic methods for unified treatment of geotechnical and geological uncertainties in a geotechnical analysis." Engineering Geology 249 (January 2019): 148–61. http://dx.doi.org/10.1016/j.enggeo.2018.12.010.

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Aldungarova, A. K., A. T. Mukhamejanova, A. S. Tulebekova, A. G. Nazarova, A. K. Tleubaeva, and A. K. Kozhas. "ANALYSIS OF EXISTING METHODS FOR DETERMINING INTERMEDIATE GEOTECHNICAL CHARACTERISTICS OF SOILS." Bulletin D. Serikbayev of EKTU, no. 1 (March 2024): 16–26. http://dx.doi.org/10.51885/1561-4212_2024_1_16.

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This article presents an overview of the main methods for determining the intermediate geotechnical characteristics of soils, emphasizing the importance of strict adherence to the testing regime. Deterministic and stochastic interpolation methods such as Thiessen polygons, inverse distance weighting (IDW), Spline and Kriging are discussed. Special attention is given to the problem of determining strength properties at various points, where only certain areas are to be investigated and intermediate values are obtained by interpolation methods. The analysis of geotechnical reliability using Krig
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Lees, Andrew S. "Use of geotechnical numerical methods with Eurocode 7." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 170, no. 4 (2017): 146–53. http://dx.doi.org/10.1680/jencm.17.00004.

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Jürgens, H., and S. Henke. "The design of geotechnical structures using numerical methods." IOP Conference Series: Earth and Environmental Science 727, no. 1 (2021): 012021. http://dx.doi.org/10.1088/1755-1315/727/1/012021.

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Dissertationen zum Thema "Geotechnical methods"

1

FOTI, Sebastiano. "Multistation Methods for Geotechnical Characterization using Surface Waves." Doctoral thesis, Politecnico di Torino, 2000. http://hdl.handle.net/11583/2497212.

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This dissertation deals with soil characterization methods based on surface wave propagation applied to geotechnical engineering purposes. This topic has gained much interest in the last decade because of the appealing possibilities given by non-invasive methods, which are at once very flexible and cost effective. An overview of the properties of Rayleigh waves in layered linear elastic and linear viscoelastic media is presented, together with their applications for site characterization, of whose the SASW (Spectral Analysis of Surface Waves) method is by far the most well-known in geotechnic
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Sleiman, Maya. "2D Modelling of GeosyntheticallyReinforced Piled Embankments : Calibration Methods in PLAXIS 2D & Review of AnalyticalGuidelines." Thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-291424.

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This thesis focuses on the 2D modelling of Geosyntheticaly Reinforced Piled Embankments (GRPE) in PLAXIS 2D. In doing so, it explores two main aspects: 1) the calibration of Interface Stiffness Factors (ISFs) governing the soil-pile interaction of Embedded BeamRow (EBR) elements in PLAXIS 2D, and 2) the prospects and limitations of modelling geogrids (GR) in PLAXIS 2D when underlain by EBR elements; although several studies have validates the EBR element in modelling piles, none address the geogrid-EBR interaction and its implications on modelling GRPE systems. The thesis performs the calibrat
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Sleiman, Maya. "2D Modelling of Geosynthetically Reinforced Piled Embankments : Calibration Methods in PLAXIS 2D & Review of Analytical Guidelines." Thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-291424.

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This thesis focuses on the 2D modelling of Geosyntheticaly Reinforced Piled Embankments (GRPE) in PLAXIS 2D. In doing so, it explores two main aspects: 1) the calibration of Interface Stiffness Factors (ISFs) governing the soil-pile interaction of Embedded BeamRow (EBR) elements in PLAXIS 2D, and 2) the prospects and limitations of modelling geogrids (GR) in PLAXIS 2D when underlain by EBR elements; although several studies have validates the EBR element in modelling piles, none address the geogrid-EBR interaction and its implications on modelling GRPE systems. The thesis performs the calibrat
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Bhamidipati, Raghava A. "Use Of Laboratory Geophysical And Geotechnical Investigation Methods To Characterize Gypsum Rich Soils." UKnowledge, 2016. http://uknowledge.uky.edu/ce_etds/45.

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Gypsum rich soils are found in many parts of the world, particularly in arid and semi-arid regions. Most gypsum occurs in the form of evaporites, which are minerals that precipitate out of water due to a high rate of evaporation and a high mineral concentration. Gypsum rich soils make good foundation material under dry conditions but pose major engineering hazards when exposed to water. Gypsum acts as a weak cementing material and has a moderate solubility of about 2.5 g/liter. The dissolution of gypsum causes the soils to undergo unpredictable collapse settlement leading to severe structural
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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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Santos, Rodríguez Cristian de. "Backanalysis methodology based on multiple optimization techniques for geotechnical problems." Doctoral thesis, Universitat Politècnica de Catalunya, 2015. http://hdl.handle.net/10803/334179.

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Nowadays, thanks to the increase of computers capability to solve huge and complex problems, and also thanks to the endless effort of the geotechnical community to define better and more sophisticated constitutive models, the challenge to predict and simulate soil behavior has been eased. However, due to the increase in that sophistication, the number of parameters that define the problem has also increased. Moreover, frequently, some of those parameters do not have a real geotechnical meaning as they just come from mathematical expressions, which makes them difficult to identify. As a consequ
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Salehian, Ali. "PREDICTING THE DYNAMIC BEHAVIOR OF COAL MINE TAILINGS USING STATE-OF-PRACTICE GEOTECHNICAL FIELD METHODS." UKnowledge, 2013. http://uknowledge.uky.edu/ce_etds/9.

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This study is focused on developing a method to predict the dynamic behavior of mine tailings dams under earthquake loading. Tailings dams are a by-product of coal mining and processing activities. Mine tailings impoundments are prone to instability and failure under seismic loading as a result of the mechanical behavior of the tailings. Due to the existence of potential seismic sources in close proximity to the coal mining regions in the United States, it is necessary to assess the post-earthquake stability of these tailings dams. To develop the aforementioned methodology, 34 cyclic triaxial
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Katsigiannis, Georgios. "Modern geotechnical codes of practice and new design challenges using numerical methods for supported excavations." Thesis, University College London (University of London), 2017. http://discovery.ucl.ac.uk/10037673/.

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Eurocode 7 (EC7), which is the geotechnical engineering design standard in Europe, introduces the concept of partial safety factors and distinguishes between Serviceability Limit State (SLS) and Ultimate Limit State (ULS). While EC7 allows the use of Finite Element Methods (FEM) for ULS, there is limited guidance in a number of issues. The thesis focuses on a number of constitutive models of increasing complexity and both the characteristic and design values of the model parameters are derived for the London Clay and a soft Marine clay. The challenges associated with factoring the undrained sh
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Kane, William F. "Geologic and geotechnical controls on the stability of coal mine entries." Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/64668.

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Roof and rib failures in underground coal mines are one of the major problems facing the industry today. In addition to safety considerations, the resulting economic impact of such failures is staggering. Uncovering and replacing buried and damaged equipment and clearing entries can account for a large expenditure in lost man-hours and machinery. Yet, because of the complex nature of their formation, geological variability, and structural characteristics, coal mine roof strata are one of the least controllable of all mine design parameters. This is especially true along the leading (southeaste
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Kiflu, Henok Gidey. "Optimized Correlation of Geophysical And Geotechnical Methods In Sinkhole Investigations: Emphasizing On Spatial Variations In West-Central Florida." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4709.

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Abstract Sinkholes and sinkhole-related features in West-Central Florida (WCF) are commonly identified using geotechnical investigations such as standard penetration test (SPT) borings and geophysical methods such as ground penetrating radar (GPR) and electrical resistivity tomography (ERT). Geophysical investigation results can be used to locate drilling and field testing sites while geotechnical investigation can be used to ground truth geophysical results. Both methods can yield complementary information. Geotechnical investigations give important information about the type of soil, groundw
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Bücher zum Thema "Geotechnical methods"

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Griffiths, D. V., and Gordon A. Fenton, eds. Probabilistic Methods in Geotechnical Engineering. Springer Vienna, 2007. http://dx.doi.org/10.1007/978-3-211-73366-0.

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V, Griffiths D., Fenton Gordon A, and International Centre for Mechanical Sciences., eds. Probabilistic methods in geotechnical engineering. Springer Verlag, 2007.

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Shehata, Hany, and Chandrakant S. Desai, eds. Advances in Numerical Methods in Geotechnical Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-01926-6.

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Cividini, Annamaria, ed. Application of Numerical Methods to Geotechnical Problems. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0.

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National Research Council (U.S.). Transportation Research Board., ed. Modern geotechnical methods: Instrumentation and vibratory hammers, 1990. Transportation Research Board, National Research Council, 1990.

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Shahrokh, Rouhani, and ASTM Committee D-18 on Soil and Rock., eds. Geostatistics for environmental and geotechnical applications. ASTM, 1996.

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K, Banerjee P., and Butterfield R, eds. Advanced geotechnical analyses. Elsevier, 1991.

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Conference on Probabilistic Methods in Geotechnical Engineering (1993 Canberra, A.C.T.). Probabilistic methods in geotechnical engineering: Proceedings of the Conference on Probabilistic Methods in Geotechnical Engineering, Canberra, Australia, 10-12 February 1993. A.A. Balkema, 1993.

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Campbell, DeWayne A. Probabilistic methods in geotechnical engineering: An introduction for the uninitiated. Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1985.

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European Conference on Numerical Methods in Geotechnical Engineering (3rd 1994 Manchester, England). Numerical methods in geotechnical engineering: Proceedings of the Third European Conference on Numerical Methods in Geotechnical Engineering : ECONMIG 94, Manchester, UK, 7-9 September 1994. A.A. Balkema, 1994.

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Buchteile zum Thema "Geotechnical methods"

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Bo, Myint Win, and Jeffrey Barrett. "Observational Methods and Geotechnical Issues." In Geotechnical Instrumentation and Applications. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34275-2_2.

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Zhang, Jie, Te Xiao, Jian Ji, Peng Zeng, and Zijun Cao. "Bayesian Methods." In Geotechnical Reliability Analysis. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6254-7_7.

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Ming Cheng, Yung, Chi Wai Law, and Leilei Liu. "Numerical methods in geotechnical engineering." In Analysis, Design and Construction of Foundations, 2nd ed. CRC Press, 2024. http://dx.doi.org/10.1201/9781032650586-8.

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Zhang, Jie, Te Xiao, Jian Ji, Peng Zeng, and Zijun Cao. "Simulation-Based Methods." In Geotechnical Reliability Analysis. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6254-7_3.

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Zhang, Jie, Te Xiao, Jian Ji, Peng Zeng, and Zijun Cao. "Response Surface Methods." In Geotechnical Reliability Analysis. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6254-7_4.

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Long, Michael. "Relationship between geotechnical and geophysical methods." In Engineering Geophysics. CRC Press, 2022. http://dx.doi.org/10.1201/9781003184676-3.

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Zhang, Jie, Te Xiao, Jian Ji, Peng Zeng, and Zijun Cao. "First Order Reliability Methods." In Geotechnical Reliability Analysis. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6254-7_2.

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Sungwan, Song, Kang Byeongju, Kim Hanseam, and Cho Wanjei. "Geotechnical Information Construction Methods for Liquefaction Assessment." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_142.

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Stãnciucu, M., and I. Mircea. "Assessment of geotechnical properties using optimisation methods." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-245.

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Bilgin, Nuh, and Cemal Balci. "Geological and Geotechnical Parameters Affecting Tunnelling Methods." In Springer Tracts in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-89114-4_2.

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Konferenzberichte zum Thema "Geotechnical methods"

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Chakraborty, Avipriyo, Saimum Hossain, Sadik Khan, and Sayedul Kibria. "Vetiver Influence Zone Detection Using Geophysical Methods." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485989.036.

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Suzuki, Yusuke, and Rune Dyvik. "Comparisons of Two Reconstitution Methods for Clay Specimens." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.037.

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Dreyer, C. B., O. R. Walton, Dan Scheld, et al. "Evaluating Geotechnical Characterization Methods for NEOs." In Earth and Space 2014. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479179.004.

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Rubin, Aaron J., and Carlton L. Ho. "A Review of Two Methods to Model the Thermal Conductivity of Sands." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.085.

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Oh, Hyunjun, and James M. Tinjum. "Comparison of Two Laboratory Methods for Measuring the Critical Temperature of Sandy Soils." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.086.

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Khodadadi, T. Hamed, Edward Kavazanjian, and Huriye Bilsel. "Mineralogy of Calcium Carbonate in MICP-Treated Soil Using Soaking and Injection Treatment Methods." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.021.

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Khan, M. F., S. A. Alzghoul, S. Khan, and I. LaCour. "Reducing Site Investigation Uncertainties Using Coupled Electrical Resistivity Imaging and Ground Penetrating Radar Methods." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485996.062.

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Zimmermann, Joshua T. "Modern Methods for Investigating Sinkhole and Subsidence Risks Relating to Abandoned Underground Coal Mines." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784485996.051.

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Karatzia, Xenia, and George Mylonakis. "GEOTECHNICAL SEISMIC ISOLATION USING EPS GEOFOAM AROUND PILES." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5475.17924.

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Niehoff, James W. "The Use of Geophysical Methods to Detect Abandoned Mine Workings." In Biennial Geotechnical Seminar 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41144(391)11.

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Berichte der Organisationen zum Thema "Geotechnical methods"

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Fritz, Bradley G., Douglas McFarland, William Hertz, and Jeffrey Gamey. Application of Magnetic and Geotechnical Methods for Archaeological Site Investigations. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada551819.

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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 2: CPT-Based Design of Foundations—Methods. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317347.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Niazi, Fawad. CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317346.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 3: CPT-Based Design of Foundations—Example Problems. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317348.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Clyde, Greiner Woodward. L51818 Microtunneling Design Guidelines for the Gas Transmission Industry. Pipeline Research Council International, Inc. (PRCI), 2000. http://dx.doi.org/10.55274/r0010297.

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Microtunneling is an underground method of constructing pipelines using a sophisticated, remotely controlled, laser guided, steerable boring machine to install a pipe or casing using pipe jacking techniques. The line can either be installed directly by microtunneling or it can be installed inside a casing that is installed using microtunneling methods. This report discusses the following key topics relative to the design of a pipeline to be installed using microtunneling methods: Microtunneling methods and equipment. Case histories of similar pipelines installed using microtunneling methods. P
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Zhu, Minjie, and Michael Scott. Two-Dimensional Debris-Fluid-Structure Interaction with the Particle Finite Element Method. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/gsfh8371.

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In addition to tsunami wave loading, tsunami-driven debris can cause significant damage to coastal infrastructure and critical bridge lifelines. Using numerical simulations to predict loads imparted by debris on structures is necessary to supplement the limited number of physical experiments of in-water debris loading. To supplement SPH-FEM (Smoothed Particle Hydrodynamics-Finite Element Method) simulations described in a companion PEER report, fluid-structure-debris simulations using the Particle Finite Element Method (PFEM) show the debris modeling capabilities in OpenSees. A new contact ele
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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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et al, Honegger. L52292 Guideline for Constructing Pipelines Through Areas Prone To Landslide and Subsidence Hazards. Pipeline Research Council International, Inc. (PRCI), 2009. https://doi.org/10.55274/r0010188.

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These guidelines provide recommendations for the assessment of new and existing natural gas and liquid hydrocarbon pipelines subjected to potential ground displacements resulting from landslides and subsidence. The process of defining landslide and subsidence hazards is highly dependent upon the judgments of experienced and knowledgeable specialists in geology and geotechnical engineering. With the heavy reliance on judgment, it is not possible to identify specific processes that constitute generally acceptable approaches. Therefore, much of this document focuses on identifying the variety of
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Skow, Jason. PR676-233801-R01 The State of the Art Pipeline Risk Assessment for Crack Management. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000105.

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Pipeline Research Council International Inc. (PRCI)'s Crack Management SRP has identified that circumferential cracking is a challenge for pipeline operating companies. The objective of this work was to create a framework to identify, assess and mitigate the risk due to circumferential cracking threats. Susceptibility to failure from circumferential cracking is linked to (1) circumfer-ential cracks subject to increasing axial or bending strains, or (2) growth in circumferential cracks at locations of residual strain. This project focusses on the first. No single inline inspection (ILI) technol
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Perret, D., B. Dietiker, J. P. Gravel, T. Fournier, and A. J. M. Pugin. Ambient micro-vibration measurements in geotechnical engineering: a practical approach to the HVSR method. Natural Resources Canada/CMSS/Information Management, 2024. http://dx.doi.org/10.4095/p6qwj6n6fj.

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Depuis les dix dernières années, la communauté géotechnique s’intéresse de plus en plus à une technique géophysique basée sur l'analyse du bruit ambiant enregistré à l’aide d’un sismomètre à trois composantes à la surface du sol. Le but de cette technique est de calculer le rapport des spectres d'amplitude de Fourier des composantes horizontale et verticale de l'enregistrement, communément appelé HVSR. (Horizontal to Vertical Spectral Ratio). Lorsque le contraste de vitesse de l'onde de cisaillement entre le substratum rocheux, ou un till dense, et le sol au-dessus est suffisamment élevé, la c
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