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Relevant bibliographies by topics / Meyerhof's Method

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Academic literature on the topic 'Meyerhof's Method'

Author: Grafiati

Published: 7 June 2025

Last updated: 2 August 2025

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Journal articles on the topic "Meyerhof's Method"

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Saragi, Yetty, Humisar Pasaribu, Tiurma Saragi, Johan Oberlyn Simanjuntak, Bartholomeus Hutagalung, and Salomo Simanjuntak. "Review Kapasitas Daya Dukung Dan Tinjauan Waktu Pelaksanaan Bore Pile Pada Pembangunan Jembatan Jalan Bebas Hambatan Binjai Pangkalan Brandan." SPROCKET JOURNAL OF MECHANICAL ENGINEERING 5, no. 1 (2023): 50–58. http://dx.doi.org/10.36655/sprocket.v5i1.1225.

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In the Sei Wampu Bridge work project, Binjai Pangkalan Brandan carried out bore pile foundation installation work at the A2 foundation point with a total of 21 piles. Review of the bearing capacity of bore pile foundations using Analysis from Meyerhof (1956) and the Converse-Labarre Formula method for the calculation of pile group efficiency. The time of completion of work based on the time schedule plan is 125 calendar days. This research conducted a review using the Critical Chain Project Management (CCPM) method to obtain time efficiency, so that the project can be carried out on time.&#x0D

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She, Yue Xin, Ya Dong Chen, and Cheng Wu Wang. "Bearing Capacity and Deformation Behaviour of Branch Pile." Applied Mechanics and Materials 90-93 (September 2011): 1355–58. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1355.

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The working mechanism of branch pile under vertical load is studied based on digital image correlation method in model test. Bearing capacity and deformation characteristics of equal-diameter pile and branch pile are obtained during the analysis. The study results show that the bearing capacity of branch pile is higher than that of the equal-diameter pile. The displacement field around equal-diameter pile is divided into the pile side and pile tip deformation regions, destruction pattern of single pile is similar to the Meyerhof's destruction pattern. Soil beneath branch generates a shear slid

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Candra, Agata Iwan. "ANALISIS DAYA DUKUNG PONDASI STROUS PILE PADA PEMBANGUNAN GEDUNG MINI HOSPITAL UNIVERSITAS KADIRI." UKaRsT 1, no. 1 (2018): 27. http://dx.doi.org/10.30737/ukarst.v1i1.83.

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The foundation is an important building structure in the field of construction because it functions as the support of a building. The foundation must be planned appropriately to maintain the stability of the building. Strauss foundation is one type of foundation that is used to carry the burden if hard soil that has a strong carrying capacity is very deep from the ground surface. This study aims to calculate the carrying capacity of the Strauss foundation using the Meyerhof method. To estimate the carrying capacity of the soil, field testing is carried out using a CPT (Cone Penetration Test).

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K., Zirsangzeli. "Assessment of Different Methods for Determinng Bearıng Capacıty for Shallow Foundatıon on Hill Slope." International Journal of Emerging Science and Engineering (IJESE) 13, no. 2 (2025): 12–18. https://doi.org/10.35940/ijese.A3823.13020125.

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<strong>Abstract:</strong> The bearing capacity of soil is a crucial factor in foundation design, and it can be determined using various methods such as IS 6403:1981, Meyerhof (1957), Hansen (1970), and Terzaghi (1943), among others. This paper aims to study the most suitable method for assessing the bearing capacity of soil in hilly regions like Aizawl, Mizoram. In this regard, the Durtlang locality which is the most developing area under the Aizawl Municipal Corporation (AMC) has been selected for the study area. The study involved collecting undisturbed soil samples from ten different locat

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Dobrzański, Jędrzej, and Marek Kawa. "Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil." Studia Geotechnica et Mechanica 43, no. 4 (2021): 425–37. http://dx.doi.org/10.2478/sgem-2021-0035.

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Abstract The study considers the bearing capacity of eccentrically loaded strip footing on spatially variable, purely cohesive soil. The problem is solved using the random finite element method. The anisotropic random field of cohesion is generated using the Fourier series method, and individual problems within performed Monte Carlo simulations (MCSs) are solved using the Abaqus finite element code. The analysis includes eight different variants of the fluctuation scales and six values of load eccentricity. For each of these 48 cases, 1000 MCSs are performed and the probabilistic characteristi

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Yago, Gomes, Filipe Verri, and Dimas Ribeiro. "Use of machine learning techniques for predicting the bearing capacity of piles." Soils and Rocks 44, no. 4 (2021): 1–14. http://dx.doi.org/10.28927/sr.2021.074921.

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Geotechnical engineers frequently rely on semi-empirical methods like Décourt-Quaresma and Meyehof’s to estimate the bearing capacity of piles. This paper proposes alternatives to these methods, presenting an approach using machine learning models for predicting the bearing capacity of precast concrete piles. It uses data samples including 165 load tests, each one accompanied with a SPT sounding. This study proposes two types of analysis using two separated datasets, one based on the Décourt-Quaresma method and the other based on the Meyerhof method. Six machine learning algorithms of distinct

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Yuslinda, Yuslinda, and Cut Meutia Rani. "Analysis of Pile Foundation Bearing Capacity based on SPT Data on the Pillar of the T. Nyak Makam Canal Bridge, Santan, Banda Aceh." Jurnal Teknik Sipil 25, no. 1 (2025): 1688–703. https://doi.org/10.26418/jts.v25i1.89930.

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The T. Nyak Makam Canal Bridge in Santan, Banda Aceh, serves as a vital transportation link, spanning 135 meters in length and 24,6 meters in width. This study presents a comprehensive analysis of the pile foundation bearing capacity, utilizing Standard Penetration Test (SPT) data to evaluate the middle pillar’s structural performance. The analysis adheres to established engineering standards, including SNI 03-1726-2002, SII 0136-80, SNI 03-6747-2002, and PPPJJR (1987). The bearing capacity was assessed using multiple methodologies: Meyerhof’s method (169.99 tons), Briaud et al.’s method (280,

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Hidayatullah, Muhammad Fitrah, Andi Marini Indriani, and Gunaedy Utomo. "Comparative Analysis of Bearing Capacity of Pile Foundation Using Van Der Ween, Philipponnat, and Meyerhof Methods." CIVED 10, no. 3 (2023): 803–12. http://dx.doi.org/10.24036/cived.v10i3.3.

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Soil has different characteristics so that it becomes a lot of problems in Civil Engineering construction, especially in foundation planning, it must be done carefully and use several methods as a comparison. This research is to compare the three methods of calculating the bearing capacity of bored pile foundations: Van Der Ween, Phillipponnat, and Meyerhof. The selection of an apposite method in bearing capacity analysis is important to confirm the safety of the building structure. The Van Der Ween Method is a more modern and detailed approach compared to the Meyerhof Method, it takes into ac

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Sinaga, Juan Kevin, and Andikanoza Pradiptya. "ANALISA DAYA DUKUNG AKSIAL FONDASI TIANG PANCANG PADA PROYEK PEMBAGUNAN FONDASI ABUTMENT JPO." Construction and Material Journal 4, no. 3 (2023): 183–90. http://dx.doi.org/10.32722/cmj.v4i3.4769.

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A foundation is a sub-structure of the building that transfers all loads from the superstructure to the ground or soil layers. A foundation structure is used to avoid ground and differential settlement (Iwan et al., 2018). This study aims to determine the soil foundation bearing capacity using the Schmertmann, Nottingham, and Meyerhof methods. All data was obtained from the field CPT test. The two methods differ slightly; Meyerhof produced the best results when determining the bearing capacity of a single pile. Keywords: Soil Bearing Capacity, Calculation Method, Meyerhof, Schmertmann & No

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Asngari, Hisam, Suradji Gandi, and Fatma Sarie. "Perbandingan Nilai Daya Dukung Fondasi Dangkal Menurut Metode Terzaghi Dan Meyerhof." Media Ilmiah Teknik Sipil 10, no. 1 (2021): 17–21. http://dx.doi.org/10.33084/mits.v10i1.2339.

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In every building, a foundation is needed as a strong and sturdy building foundation. The foundation aims to support the building and pass the load on the building above it to a layer of soil that is strong enough to have a bearing capacity. To calculate the carrying capacity of the soil, there are many formulas that can be used. The results of each of these formulas produce different carrying capacity values. The purpose of this study is to calculate and analyze the bearing capacity of shallow foundations from the results of hand boring with the Terzaghi and Meyerhof methods. The results show

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Dissertations / Theses on the topic "Meyerhof's Method"

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Töle, Jonas Claudius [Verfasser], and Wolfgang [Akademischer Betreuer] Meyerhof. "Über die Arc-catFISH-Methode als neues Werkzeug zur Charakterisierung der Geschmacksverarbeitung im Hirnstamm der Maus / Jonas Claudius Töle. Betreuer: Wolfgang Meyerhof." Potsdam : Universitätsbibliothek der Universität Potsdam, 2014. http://d-nb.info/1051530091/34.

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Book chapters on the topic "Meyerhof's Method"

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Prabowo, Sigit Herananda, Tukimun, and Wahyu Mahendra Trias Atmadja. "Comparison of Pile Bearing Capacity Based on Meyerhof Method and Pile Driving Analyzer (PDA) Testing on Non-cohesive Soils." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-5654-7_84.

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Brown, Andrew. "Hill’s Brigands and the Great War, 1914–1918." In Bound by Muscle. Oxford University PressNew York, 2022. http://dx.doi.org/10.1093/oso/9780197582633.003.0005.

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Abstract Like many Cambridge contemporaries, Hill expected a war with Germany and trained in the reserves. He was ambivalent about the war, but out of sympathy with the dons of Trinity College, who mostly regarded it as a catastrophe. After a period training soldiers to shoot, Hill was asked to investigate methods for anti-aircraft fire, and this led to the formation of Hill’s Brigands, a group of talented scientists and mathematicians. Their observations and analyses transformed the understanding of artillery fire. Meyerhof would have been in sympathy with the Trinity dons: he avoided militar

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Niroumand H., Kassim Kh. A., and Nazir R. "Different Theories & Numerical Analysis of Anchor Plates in Sand." In Deformation Characteristics of Geomaterials. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-822-9-1129.

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This study elucidates the behavior of horizontal anchors in sand based on different theoretical and numerical analyses. This paper presents different theoretical &amp; numerical analysis of anchor plates in loose and dense sand. Numerical methods can be used to estimate the ultimate pullout capacity of anchor plates. This paper discussed different theories and numerical analysis in anchors plates from previous researchers. Analyses, beginning from Meyerhof &amp; Adams (1968) until the most recent analysis such as Sakai &amp; Tanaka (1998) are reviewed. The analysis is pioneered by

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Conference papers on the topic "Meyerhof's Method"

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Ribeiro, Dimas B., João Luiz Junho Pereira, and Ana C. Lorena. "Optimizing Empirical Methods for Calculating the Bearing Capacity of Concrete Piles." In Encontro Nacional de Inteligência Artificial e Computacional. Sociedade Brasileira de Computação - SBC, 2024. https://doi.org/10.5753/eniac.2024.245084.

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Projetar estacas de concreto que sejam seguras e de baixo custo requer métodos confiáveis para prever sua capacidade de suporte. Os métodos de projeto empírico são uma alternativa popular, como o método de Meyerhof (MH), que se adapta melhor a solos temperados, e o de Décourt-Quaresma (DQ), que é mais adequado para solos tropicais. Os coeficientes calibram empiricamente esses métodos; no entanto, frequentemente tornam-se imprecisos para casos específicos. Este trabalho visa recalibrar esses dois métodos de projeto empíricos utilizando conjuntos de dados contendo testes de carga estática, todos

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Rohrman, A. K., H. F. Kashani, and C. L. Ho. "Influence of Fouling and Water Content of Ballast on Railway Substructure Bearing Capacity." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2286.

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The performance of ballasted railway systems is commonly compromised by the infiltration of fine material into the voids of the ballast. This sand and finer grained materials in the ballast is known as fouling. Increased fouling can cause decreases in hydraulic conductivity and shear strength of the ballast, as well as reduce stiffness and resilient modulus of the overall track system. These problems can cause gradual deterioration of the track, which could eventually require maintenance. One of the largest source of fouling comes from ballast breakdown resulting from abrasion caused under rep

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