Relevant bibliographies by topics / Geotechnické metody

Contents

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

Academic literature on the topic 'Geotechnické metody'

Author: Grafiati
Published: 28 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Geotechnické metody"

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Zakaria, Zufialdi, and Luthfan Harisan Jihadi. "Peran Ilmu Dasar dalam Geoteknik untuk Menunjang Pembangunan Berkelanjutan yang Berwawasan Lingkungan." Bulletin of Scientific Contribution 14, no. 3 (2017): 239. http://dx.doi.org/10.24198/bsc.vol14.yr2016.art10971.

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Geoteknik adalah salah satu dari cabang dari ilmu geologi yang erat hubungannya dengan pembangunan berkelanjutan yang berwawasan lingkungan. Kajian-kajian geoteknik memerlukan ilmu dasar seperti matematika, statistika, fisika, biologi, dan kimia. Beberapa kajian geoteknik berhubungan dengan pembangunan infrastruktur seperti jalan tol, jalan kereta api, jembatan, menara, pondasi gedung, desain lereng rekayasa, dan lain-lain. Makalah ini memperlihatkan beberapa penelitian geoteknik yang memanfaatkan ilmu dasar, yaitu desain lereng stabil, desain pondasi, hubungan antar variabel tanah, maupun per
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S.Si, MT, Alam Tronics,, and Ivan Bahder, S.Si, MTA. "PENGGUNAAN APLIKASI GPR (GROUND PENETRATING RADAR) DENGAN METODE NON-DESTRUCTIVE UNTUK KOLEKTIFITAS DATA KUALITATIF PADA ANALISA SUBSURFACE TANAH EKSTRIM LUNAK." Prosiding Temu Profesi Tahunan PERHAPI 1, no. 1 (2020): 167–80. http://dx.doi.org/10.36986/ptptp.v1i1.60.

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ABSTRAK Ground-Penetrating Radar (GPR) adalah metode Geofisika dengan menggunakan teknologi radar untuk identifikasi perlapisan batuan dan “subsurface” pada investigasi geoteknik. Metode ini termasuk metode “non-destructive” (tanpa melakukan perusakan pada original base) menggunakan gelombang elektromagnetik dengan panjang gelombang mikro (Frekuensi UHF/VHF) yaitu pada garis spektrum gelombang radio dan dapat mendeteksi signal reflektif dari struktur bawah tanah. Kedalaman kemampuan alat GPR untuk “sensing” (penetrasi pembacaan) pada struktur batuan/tanah dengan GPR mencapai ketebalan 50m. GPR
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Wu, Jian Chuan, Xin Li Hu, Miao Jun Sun, and Shuai Hua. "Research Status and Prospect of Strain Monitoring Method of Geotechnical Engineering." Advanced Materials Research 594-597 (November 2012): 532–41. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.532.

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This paper summarizes the importance of strain monitoring, points the characteristics and the main difficulty in strain monitoring of geotechnical. From the current situation in Strain monitoring of geotechnical engineering, it analyzes and summarizes the principle and the practical application of the advantages and disadvantages of strain gauges, fiber Bragg grating and distributed optical fiber. Finally, it designs an overview of geotechnical engineering strain monitoring system, nine principles of strain monitoring system to be put forward, and the direction of geotechnical engineering is t
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Kieu, Chung Le Thuy, Ha Thi San Phan, and Son Minh Le. "A case study on optimizing the geotechnical site investigation using Kriging method." Science and Technology Development Journal 17, no. 3 (2014): 54–61. http://dx.doi.org/10.32508/stdj.v17i3.1474.

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One of the major tasks in geotechnical investigation is the stratigraphy distribution and the physico-mechanical properties of strata encountered in the investigation area. In order to reduce the project risks associated with uncertainties in predicting the distribution of strata (in area and in depth), a geotechnical investigation plan is usually designed with as many as possible of the boreholes. And this, in turn, increases the investigation costs. On the contrary, the owner of the project is expected to gather as much information about the subsurface soils as possible at the lowest cost. T
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Zhang, Shu Jun, Zhi Jun Xu, Luo Zhong, and Zhao Ran Xiao. "A Modified Method to Fit Probability Distributions of Geotechnical Parameters Using Stochastic Weighted Entropy Principle." Applied Mechanics and Materials 580-583 (July 2014): 9–16. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.9.

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Due to various uncertainties, most of geotechnical parameters are small samples, which causes much trouble when the probability distribution of geotechnical parameter is fitted using traditional distributions. This paper uses stochastic weighted method to improve the small samples of Geotechnical parameters into big samples, thus solving the problems caused by the small samples. Meanwhile, the probability density function of geotechnical parameter is derived based on maximum entropy principle, the advantage of presented method is verified through Kolmogorov-Smirnov Test. Case study shows that
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Heesen, E., and E. Kreuzer. "Discrete Element Method in der Geotechnik." PAMM 7, no. 1 (2007): 4010039–40. http://dx.doi.org/10.1002/pamm.200700890.

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IWATSUKI, Osamu, Masaaki TABATA, Ryuji KUBOTA, Masakazu FURUTANI, and Oshie TAZAWA. "Shallow Seismic Reflection Method for Geotechnical Surveys." Journal of the Japan Society of Engineering Geology 38, no. 6 (1998): 359–69. http://dx.doi.org/10.5110/jjseg.38.359.

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Li, Ruilin, Guoqing Zhou, Guozhou Chen, Matthew R. Hall, and Xiaodong Zhao. "Geotechnical magnetic–similitude–gravity model testing method." International Journal of Physical Modelling in Geotechnics 19, no. 4 (2019): 181–99. http://dx.doi.org/10.1680/jphmg.17.00014.

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Heibaum, Michael, and Markus Herten. "Geotechnical verifications using the finite-element method?" Bautechnik 86, S1 (2009): 7–15. http://dx.doi.org/10.1002/bate.200910037.

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Yang, Zhiyong, and Jianye Ching. "A novel simplified geotechnical reliability analysis method." Applied Mathematical Modelling 74 (October 2019): 337–49. http://dx.doi.org/10.1016/j.apm.2019.04.055.

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Dissertations / Theses on the topic "Geotechnické metody"

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Černý, Vít. "Optimalizace geotechnického průzkumu a monitoringu při navrhování a provádění podzemních staveb." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-234559.

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The presented thesis focuses primarily on issues of geotechnical survey and geotechnical monitoring for underground line constructions. It deals with the current practice of geotechnical survey and monitoring. Based on the knowledge gained from specific buildings in the Czech Republic (Královopolské tunnels, tram tunnel Žabovřeská) and based on the author's practical local and foreign experience submits suggestions regarding their mutual optimization in order to improve outputs and reduce financial costs.
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Červenka, Jan. "Výpočet sedání výškové budovy s využitím metody konečných prvků." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409746.

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The focus of this thesis is to deal with reverse engineering of high-rise building settlements. This is modeled via the finite element method performed in the Plaxis 3D program. In the first part of this thesis, a calibration of input parameters of an appropriate material model – Hardening soil – is conducted. This calibration is a result of oedometric test data which were obtained within a geotechnical survey. An influence of soils over consolidation affecting calibration and the material model choice is described. Final values of reference stiffness parameters are used in a mathematical mode
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Wetterová, Alice. "Řešení stability svahu v náročných geotechnických podmínkách." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225706.

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Aim of the diploma thesis is design elements of slope stabilization in accordance with the planned highway D3 in Slovakia section of Cadca, Bukov - Svrčinovec and relocation of a local road. Objective subject is situated on the slopes of Cadca. In diploma thesis is an analysis of the area with the proposed stabilizing elements in the 5 GEO FEM, their assessment, including determining the overall stability of the territory according to the degree of safety.
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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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Koudela, Pavel. "Stanovení hodnot vstupních parametrů pokročilých materiálových modelů s využitím optimalizačních metod." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372248.

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Choice of the constitutive model and determination of input parameters are necessary for a successful application of numerical methods in geotechnical engineering. Higher complexity of modern constitutive models results in an increase of the number of input parameters and time requirements for their calibration. Optimization methods are a possible solution for this problem. An application in which metaheuristic optimization method Particle swarm optimization (PSO) is involved is presented in this thesis. Critical review and testing of various PSO alternatives was performed in the first part of
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Bandara, Samila Sanjeevanie. "Material point method to simulate large deformation problems in fluid-saturated granular medium." Thesis, University of Cambridge, 2013. https://www.repository.cam.ac.uk/handle/1810/283928.

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Serna, Marcelo Alejandro Llano. "Experimental and numerical study of geotechnical problems using the material point method." reponame:Repositório Institucional da UnB, 2016. http://repositorio.unb.br/handle/10482/22294.

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Tese (doutorado)—Universidade de Brasília, Faculdade de Tecnologia, Programa de Pós-Graduação em Geotecnia, 2016.<br>Submitted by Fernanda Percia França (fernandafranca@bce.unb.br) on 2016-11-24T15:02:37Z No. of bitstreams: 1 2016_MarceloAlejandroLlanoSerna.pdf: 4597920 bytes, checksum: d1815fd743fd8c6b5479aca9482e7686 (MD5)<br>Approved for entry into archive by Raquel Viana(raquelviana@bce.unb.br) on 2017-01-28T19:32:06Z (GMT) No. of bitstreams: 1 2016_MarceloAlejandroLlanoSerna.pdf: 4597920 bytes, checksum: d1815fd743fd8c6b5479aca9482e7686 (MD5)<br>Made available in DSpace on 2017-01-28T19:
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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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Herle, Ivo. "Ohde-Kolloquium 2014: Aktuelle Themen der Geotechnik." Technische Universität Dresden, 2014. https://tud.qucosa.de/id/qucosa%3A27847.

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Tagungsband des Ohde-Kolloquiums 2014. Die Fachtagung fand am 26.03.2014 an der TU Dresden statt.:Experimentelle Untersuchung der Kapillarität bei Sand unter monotoner und zyklischer Belastung, Marius Milatz Mehrphasen-Modell zur Simulation von Suffosion, Heike Pfletschinger-Pfaff, Jan Kayser, Holger Steeb Experimentelle Ermittlung intergranularer Kräfte unter Nutzung von 2D-DIC, Max Wiebicke, Edward Andò, Denis Caillerie, Gioacchino Viggiani Systeme paralleler Scherbänder - Experimentelle und analytische Untersuchungen, Lars Röchter Rechnerischer Stabilitätsnachweis für verflüssigungsgefä
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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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Books on the topic "Geotechnické metody"

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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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László, Rétháti. Probabilistic solutions in geotechnics. Akadémiai Kisdó, 1988.

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Probabilistic solutions in geotechnics. Elsevier, 1988.

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László, Rétháti. Probabilistic solutions in geotechnics. Elsevier, 1988.

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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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The geotechnics of real materials: The [epsilon] g̳, [epsilon] k̳ method. Elsevier, 1985.

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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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Hanrahan, E. T. The geotechnics of real materials, the Eg, Ek method. Elsevier, 1985.

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

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Book chapters on the topic "Geotechnické metody"

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Kesimal, Ayhan, Kadir Karaman, Ferdi Cihangir, and Bayram Ercikdi. "Excavatability Assessment of Rock Masses for Geotechnical Studies." In Advances in Civil and Industrial Engineering. IGI Global, 2018. http://dx.doi.org/10.4018/978-1-5225-2709-1.ch006.

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The excavatability of rocks is of importance for the selection of suitable and cost–effective excavation methods not only in mining and quarrying but also in the construction of tunnels, subways, highways and dams. Moreover, selection of the right excavation method and equipment in mining and geotechnical projects depends on the excavatability properties of rocks. A number of different methods have been proposed to evaluate the excavatability of rocks based on their geotechnical properties, such as rock mass rating (RMR), uniaxial compressive strength (UCS), discontinuity spacing of rock masses, point load index (PLI) and seismic velocity of intact rock. The type of equipment used and the method of working also affect the excavatability of rocks. In this work, the term excavatability is considered as the ease of excavation of rock and rock masses and comprises the methods of digging, ripping, breaking and blasting for easy/very easy, moderate to difficult, soft or moderately to highly fractured rock and very difficult excavation conditions, respectively.
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"Environmental geotechnics." In Computer Methods and Recent Advances in Geomechanics. CRC Press, 2014. http://dx.doi.org/10.1201/b17435-287.

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"approximation method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_12353.

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"makeshift method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_130325.

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"MacGeorge’s method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_130007.

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"Hirschback method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_81105.

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"ice method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_90125.

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"imbibometric method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_90378.

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"hydrometallurgical method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_82029.

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"hydrographic method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_81966.

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Conference papers on the topic "Geotechnické metody"

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Rossi, Nicola, and Meho-Saša Kovačević. "Statistical methods in geotechnics." In 4th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/phdsym.2018.03.

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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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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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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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Menq, Farnyuh, Shin Tower Wang, and William Isenhower. "Applications of the Continuous Wavelet Transform Method in Crosshole Sonic Logging Tests." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480465.018.

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Lingwall, Bret N., Byron Foster, Omololu Ogunseye, and James Gingery. "A Robust Method for a Lateral Loading Analysis of Large Diameter Piles." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480465.019.

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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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Stephenson, Ruth, Gabriel Chilala, and Owen Watson. "Establishing geotechnical processes for improved mine design at Bulyanhulu." In International Seminar on Design Methods in Underground Mining. Australian Centre for Geomechanics, Perth, 2015. http://dx.doi.org/10.36487/acg_rep/1511_11_stephenson.

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Kermani, Elnaz, and Tong Qiu. "Simulation of Seepage through Fixed Porous Media Using the Smoothed Particle Hydrodynamics Method." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.074.

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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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Reports on the topic "Geotechnické metody"

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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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