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Journal articles on the topic 'Meyerhof's Method'

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Published: 7 June 2025
Last updated: 2 August 2025

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1

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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2

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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4

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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5

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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7

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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8

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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9

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 &amp; No
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10

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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Lonan, Pendekar Trio, Denny Pinasang, Don Kabo, et al. "Bored Pile Foundation Analysis Using the Meyerhof Method." Jurnal Multidisiplin Madani 4, no. 7 (2024): 1069–84. http://dx.doi.org/10.55927/mudima.v4i7.10616.

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The building structure can be said to be safe if supported by a strong foundation, so it is necessary to calculate the bearing capacity of the foundation using bored piles based on sondir data, calculate the load received by the pile cap, and calculate the amount of pile cap reinforcement. The method used is analytical and descriptive, while for the calculation of the foundation using the Meyerhoff method. The foundation analyzed is a bored pile foundation with a diameter of 0.4 m and a depth of 7 m. The results of the study, the type of native soil from Tomohon, North Sulawesi according to th
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Putri, Karina Meilawati Eka, Aulia Dewi Fatikasari, and Hendrata Wibisana. "Comparison of Bored Pile Capacity Based on Analytical Design and Pile Load Test – A Case Study." International Journal of Engineering, Science and Information Technology 5, no. 1 (2024): 85–92. https://doi.org/10.52088/ijesty.v5i1.659.

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This paper presents a comparative study of bored pile ultimate capacity based on analytical design and field tests. The object of this analysis is the bored pile foundation of the Sei Alalak Bridge in Banjarmasin, Indonesia. The analytical design of pile ultimate capacity was carried out using the empirical methods provided by Reese and O'Neill (1988) and Meyerhof (1976). The calculation of pile ultimate capacity using the empirical method is based on SPT data from four boreholes representing soil data in the abutment, tower, and counterweight zones. Two pile load tests were used to validate t
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13

Qin, Zhi Guang, Yan Luo, and Ying Xi He. "Settlement Calculation and Analysis of Ground Improved by Dynamic Compaction at RSGT Project." Advanced Materials Research 446-449 (January 2012): 1426–31. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1426.

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Red Sea coral reefs in Saudi Arabia were dredged and reclaimed firstly, and then were treated by dynamic compaction as non-cohesive soil ground. Consolidated condition of improved ground within different depth is in different. Calculating settlements for different state ground should consider actual condition. Several semi-theoretical and semi-empirical settlement calculation methods mainly including Terzaghi’s method(1996), Teng’s method(1969), Meyerhof’s method（1956）are applied and analyzed to investigate the actual condition of improved ground according to the RSGT project test results, and
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14

Mahmudi, Agus, May Tirta Hartoni Putri, and Tri Wardoyo. "Analisa Perbandingan Daya Dukung Pondasi Bored Pile Berdasarkan Data Sondir Dan Pile Driving Analyzer Test Pada Proyek Pengembangan Gedung J Universitas Kristen Petra Surabaya." INTER TECH 1, no. 2 (2023): 16–26. http://dx.doi.org/10.54732/i.v1i2.1051.

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ABSTRAK &#x0D; Daya dukung merupakan kemampuan tanah untuk memikul tekanan atau beban maksimum yang diizinkan untuk bekerja pada pondasi. Untuk menentukan daya dukung pondasi digunakan metode statis (sondir) dan metode dinamis (PDA Test). Penelitian ini menggunakan 4 metode berdasarkan data sondir yaitu Metode Aoki dan De Alencar, Metode Price dan Wardle, Metode Meyerhof, dan Metode Philipponnat. Metodologi pengumpulan data dilakukan dengan pengambilan data dari pihak proyek, serta melakukan penelitian kepustakaan. Lokasi pondasi boredpile yang digunakan dalam penelitian ini berlokasi di Gedun
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Andriani, Tenty Tamara, Fatma Sarie, and Suradji Gandi. "Analisis Daya Dukung Fondasi Bored Pile Pada Rumah Sakit Sultan Imanuddin Pangkalan Bun." Media Ilmiah Teknik Sipil 11, no. 2 (2023): 104–14. http://dx.doi.org/10.33084/mits.v11i2.4393.

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This study intended to analyze the bearing capacity of single bored pile, the bearing capacity of the bored pile group, the load carried, the safety factor, and the settlement that occurs. The first calculation method is Schmertmann and Nottingham method, and the second calculation method is Meyerhof method. Based on the calculation of the bearing capacity of a single bored pile using the Schmertmann and Nottingham method obtained a value Qu = 49005,88 kN, while the Meyerhof method obtained a value Qu = 1633.71 kN. The calculation results for bearing capacity of the pile group using the Schmer
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Yelvi, Yelvi, Muchsin Farid Habibie, and Putera Agung Maha Agung. "PERBANDINGAN DAYA DUKUNG FONDASI TIANG BOR MENGGUNAKAN METODE REESE & WRIGHT DAN MEYERHOF." Construction and Material Journal 4, no. 3 (2023): 191–98. http://dx.doi.org/10.32722/cmj.v4i3.4768.

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The Serang-Panimbang Toll Road Construction Project is one of the National Strategic Projects (PSN) with a total length of 83,677 km. The main bridge 18, which is one of the projects on the toll road section, has a drill pile foundation for its substructure. The drill pile foundation is a pile foundation that is installed by drilling the ground first, then filling it with reinforcement that has been assembled and cast in concrete. The foundation has a slope that is less than the permitted slope to support the load above it and is built to withstand both vertical and horizontal stresses. This s
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17

K. Zirsangzeli. "Assessment of Different Methods for Determinng Bearıng Capacıty for Shallow Foundatıon on Hill Slope." International Journal of Emerging Science and Engineering 13, no. 2 (2025): 12–18. https://doi.org/10.35940/ijese.a3823.13020125.

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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 locations of the study area whic
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18

Kim, Hyun-Hee. "Actor Training Methods Utilizing Poetic Rhythm and Meyerhold's Biomechanical Rhythm." Journal of Korean Theatre Education 48 (December 31, 2024): 33–56. https://doi.org/10.46262/kte.48.1.2.

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Aprilia, Dwi Ayu, Sri Endang Wijaya Listiya Wati, Hartopo Hartopo, and Totok Apriyanto. "STUDI KOMPARASI KAPASITAS AXIAL BORED PILE DENGAN BERBAGAI FORMULA PADA PEMBANGUNAN SD ISLAM MAKARIMA KARTASURA." Jurnal Teknik Indonesia 4, no. 2 (2023): 47. http://dx.doi.org/10.61689/jti.v4i2.489.

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The foundation is part of an engineering system that transmits the load supported by the foundation and its weight to and into the soil and rocks beneath it (Bowles, 1997). The Makarima Islamic Elementary School construction project was built using a 40 cm bored pile foundation. This study aims to determine the axial load transmitted to the foundation using SAP 2000 analysis and to determine the comparison of the foundation's bearing capacity based on the Sondir Test or CPT (Cone Penetration Test) data using various methods, namely based on the Mayerhoff, Schmertmann and Nottingham, and Aoki D
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20

Lukita, Karina, Novi Asniar, and Anri Ramadan. "ANALISA DAYA DUKUNG DAN PENURUNAN ELASTIS PONDASI TIANG PANCANG GEDUNG CREATIVE CENTER TASIKMALAYA." JITSi : Jurnal Ilmiah Teknik Sipil 1, no. 2 (2022): 96–112. https://doi.org/10.36423/jitsi.v1i2.632.

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Abstract— The foundations is a very important structural element in a building which the functions is to transfer the structural load to the ground below. The bearing capacity of the foundations determines the ability to carry the loads. If the bearing capacity is small, excessive settlement will occur and it cause the damage of the building structure. On Tasikmalaya Creative Center building construction project the pile foundations were used. The purpose of this research is to analysis the bearing capacity and the amount of settlement that occurred. And to compare the number of the foundation
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Nascimento, Matheus Vasconcelos, Ana Carolina Vasconcelos Silva, Rodolfo Moreira Cavalcante, and Alfran Sampaio Moura. "Assessment of settlement prediction by theoretical and semi-empirical methods in a granular soil profile in the Brazilian Northeast." Concilium 24, no. 16 (2024): 201–15. http://dx.doi.org/10.53660/clm-3914-24q35.

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The direct study investigates settlements from a circular load test with a diameter of 50 cm, conducted at the Experimental Field of Geotechnics and Foundations of the Federal University of Ceará. The study utilizes data from laboratory and field tests to determine parameters, employing both the classical methodology of Elasticity Theory and semi-empirical methods such as those by Décourt (1992), Schmertmann (1978), Barata (1984), Burland &amp; Burbidge (1985), Meyerhof (1965), and Sandroni (1991). Laboratory tests included physical characterization, direct shear tests, triaxial tests, and Sta
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Dai, Zi Hang, and Xiang Xu. "Comparison of Analytical Solutions with Finite Element Solutions for Ultimate Bearing Capacity of Strip Footings." Applied Mechanics and Materials 353-356 (August 2013): 3294–303. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.3294.

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The finite element method is used to compute the ultimate bearing capacity of a fictitious strip footing resting on the surface of c-φ weightless soils and a real strip footing buried in the c-φ soils with weight. In order to compare the numerical solutions with analytical solutions, the mainly existing analytical methods are briefly introduced and analyzed. To ensure the precision, most of analytical solutions are obtained by the corresponding formulas rather than table look-up. The first example shows that for c-φ weightless soil, the ABAQUS finite element solution is almost identical to the
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Kurniawan, Albert, and Andryan Suhendra. "ANALISIS PENGARUH KEDALAMAN FONDASI DAN SUDUT GESER TERHADAP DAYA DUKUNG FONDASI DANGKAL PADA TANAH HOMOGEN." JMTS: Jurnal Mitra Teknik Sipil 3, no. 3 (2020): 771. http://dx.doi.org/10.24912/jmts.v3i3.8309.

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Well-constructed foundation must be able to resist forces that given by the structure. Foundation bearing capacity affected by some parameters and can be measured by various methods. Some methods that used in this study is Terzaghi, Meyerhof and finite element. The purpose of this study was to compare the bearing capacity value generated by these methods and the effect of parameters value variety against foundation bearing capacity. The parameters is foundation footing, friction angle and foundation depths. The highest value of foundation bearing capacity is generated by the finite element met
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Sandip Kumar Dey and Mehedi Ahmed Ansary. "Evaluation of pile capacity estimation methods in Bangladesh: A comparative study using static analysis and load tests." International Journal of Science and Research Archive 15, no. 3 (2025): 1306–13. https://doi.org/10.30574/ijsra.2025.15.3.1861.

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This research examines the accuracy and reliability of different theoretical and semiempirical methods to estimate the ultimate axial capacity of piles in Bangladesh, particularly for precast driven piles and cast-in-situ bored piles. By comparing predicted capacities with various methods, i.e., Meyerhof (1976), API RP 2A (1993), Tomlinson (1994), Norwegian Pile Guideline (2005), and Indian Standard (2010) for driven piles and Meyerhof (1976), NAVFAC DM 7.2 (1984), AASHTO (1986), O'Neill and Reese (1988), and Decourt (1995) for bored piles with actual measured capacities from static load tests
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Scipião, Caio Cardoso, and Alfran Sampaio Moura. "Proposta de previsão da capacidade de carga à tração de estacas tipo hélice contínua em solos granulares." Revista Principia - Divulgação Científica e Tecnológica do IFPB 1, no. 48 (2020): 146. http://dx.doi.org/10.18265/1517-03062015v1n48p146-155.

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Foundations projects must present security measures concerning the structural element and soil-structure system failure and acceptable displacements. In buildings it is very common to have foundations which are only subjected to compressive loads, however, in many of them, the foundations are submitted to uplifting forces, thus it is also necessary to verify the safety conditions regarding uplift capacity. In this context, this article evaluates the applicability of specific and non-specific methods for estimating the uplift bearing capacity of continuous flight auger piles in granular soils.
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Alfazri, Taufik, and Gawit Hidayat. "ANALYSIS AND COMPARISON OF PILE BEARING CAPACITY BASED ON N-SPT, DYNAMIC METHOD, AND PILE DRIVING ANALYZER (PDA) IN MATARAMAN – SEI ULIN BRIDGE CONSTRUCTION PROJECT (MALI-MALI BRIDGE)." CERUCUK 7, no. 7 (2024): 330. https://doi.org/10.20527/crc.v7i7.12902.

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Pile bearing capacity can be calculated using N-SPT and piling data. The dynamic formula which is often used for calculating the amount of pile capacity according to the general specifications of Bina Marga is the Hiley formula. The purpose of this study was to determine the bearing capacity of the pile based on the N-SPT data, the dynamic method in the form of the Hiley formula, and other formulations, along with their comparison to the results of the PDA test. The chosen research location was the Mataraman – Sei Ulin Bridge Construction Project (Mali-Mali Bridge). The calculation results for
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Ronaldo, Hansel, and Andryan Suhendra. "ANALISIS DAYA DUKUNG FONDASI DANGKAL PADA TANAH BERLAPIS DENGAN MENGGUNAKAN PROGRAM BERBASIS ELEMEN HINGGA." JMTS: Jurnal Mitra Teknik Sipil 3, no. 3 (2020): 757. http://dx.doi.org/10.24912/jmts.v3i3.8372.

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Generally, foundation can be classified into shallow foundation and deep foundation. There are some methods to analyze the bearing capacity of foundation such as Meyerhof method and finite element method. The purpose of this study was to compare the bearing capacity value generated by these methods. There are some factors that affect the bearing capacity of foundation, therefore the author wants to analyze some factors such as upper layer soil thickness, soil consistency and foundation footing. The analysis results show that the bearing capacity of shallow foundation generated by finite elemen
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Kurniawan Tanjung, Dian, and M. Zaki. "Analisis Tiang Pancang dengan Uji Dinamis dan Statis terhadap Kapasitas Ijin Manufaktur." Journal of Comprehensive Science (JCS) 4, no. 2 (2025): 501–16. https://doi.org/10.59188/jcs.v4i2.3025.

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Pile foundation is one of the methods used to increase the carrying capacity of building structures, especially in varying soil conditions. This study aims to analyze the carrying capacity of pile foundation tops using various static formulas, such as Meyerhoff (1956), Poulus &amp; Davis, Schmertmann, Coyle &amp; Castilo, and the Alpha &amp; Lambda Method, and compare them with the results of static testing using the Mazurkiewich &amp; Chin method as well as dynamic testing with the Case Pile Wave Analysis Program (CAPWAP). The research method used includes the collection of primary data from
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Moayyeri, Neda, Sadjad Gharehbaghi, and Vagelis Plevris. "Cost-Based Optimum Design of Reinforced Concrete Retaining Walls Considering Different Methods of Bearing Capacity Computation." Mathematics 7, no. 12 (2019): 1232. http://dx.doi.org/10.3390/math7121232.

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This paper investigates the effect of computing the bearing capacity through different methods on the optimum construction cost of reinforced concrete retaining walls (RCRWs). Three well-known methods of Meyerhof, Hansen, and Vesic are used for the computation of the bearing capacity. In order to model and design the RCRWs, a code is developed in MATLAB. To reach a design with minimum construction cost, the design procedure is structured in the framework of an optimization problem in which the initial construction cost of the RCRW is the objective function to be minimized. The design criteria
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Saputra, Nanda Zulna, Vivi Bachtiar, and Eka Priadi. "Study Of Bearing Capacity Of Piles Due To Vertical Loading In Pontianak." Jurnal Teknik Sipil 25, no. 2 (2025): 2023–35. https://doi.org/10.26418/jts.v25i2.89763.

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Infrastructure development in Pontianak, particularly the Kapuas Bridge Duplication Project 1 (MYC) 2022-2024, requires thorough foundation planning due to the area’s soft, water-saturated soil with low bearing capacity. This study analyzes the ultimate bearing capacity (Qu) and settlement of 80 cm diameter steel pile foundations at pile point 3. The analysis reveals that the minimum pile bearing capacity (Qall) using the Brown (2001) method is 274,25 tons, while the APILE v.2019 program yields a bearing capacity of 383,3 tons. The group pile-bearing capacity analysis shows a total capacity of
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Putra, Ferdiansyah Mas, Laily Endah Fatmawati, and Yerry Kahidatu Firmansyah. "Analisis Daya Dukung Pondasi Tiang Pancang Menggunakan Data Laboratorium dengan Metode Meyerhoff, Alpha, Beta, Lamda (Studi Kasus: Proyek Pembangunan Gedung Bess Mansion Jemursari Surabaya)." Jurnal Teknik Industri Terintegrasi 8, no. 3 (2025): 2389–96. https://doi.org/10.31004/jutin.v8i3.45827.

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This study aims to analyze the bearing capacity of pile foundations in the Bess Mansion Building Project in Jemursari, Surabaya, using the Meyerhof, Alpha, Beta, and Lamda methods. The analysis is based on laboratory data reflecting actual soil conditions at the site. The calculation methods include evaluations of end and shaft bearing capacities, overburden stress, and adhesion or friction coefficients. Results indicate that the Alpha method yields the highest allowable bearing capacity at 2754.13 tons, followed by the Beta method at 2290,95 tons, and the Lambda method at 501.25 tons. All res
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Antonius, Feric, and Alfred Jonathan Susilo. "ANALISIS CARA PENINGKATAN DAYA DUKUNG FONDASI DANGKAL PADA KONSTRUKSI GEDUNG BERTINGKAT." JMTS: Jurnal Mitra Teknik Sipil 3, no. 3 (2020): 897. http://dx.doi.org/10.24912/jmts.v3i3.8278.

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ABSTRACTThe construction of high rise buildings requires a strong foundation. High rise building construction usually requires a deep foundation which requires a large cost. Therefore, shallow foundation can be used as an alternative to replace deep foundation. The main problem that arise is the low bearing capacity of the foundation which unable to carry the load. This research conducts is to find out how to increase the bearing capacity of a square footings with several reinforcement materials for high rise buildings. The analysis bearing capacity of shallow foundation is carried out manuall
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Wisan, Nathanael Edward, Ika Bali, and Eddy Triyanto Sudjatmiko. "Analysis of Ultimate Bearing Capacity of Bore Pile Foundation in High-Rise Building at Pulomas, East Jakarta." PRESUNIVE CIVIL ENGINEERING JOURNAL 1, no. 2 (2023): 54. http://dx.doi.org/10.33021/pcej.v1i2.4704.

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&lt;p class="Abstract"&gt;Soil condition at the Pulomas tower project site with a water level of 17 m below the ground and the hard soil at ground depth of 18 – 22 m, as well as the project location surrounded by houses and office buildings made the choice of bore pile as the foundation in this project. This condition is the background to the need for a bore pile capacity analysis in this tower project. The objective of this study is to analyze the bore pile capacity which is based on Standard Penetration Test (SPT) and Cone Penetration Test (CPT) and to be compared to the interpretation resul
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34

Tanjung, Dian Kurniawan. "Pile Analysis With Dynamic and Static Tests of Manufacturing Permit Capacity." Eduvest - Journal of Universal Studies 5, no. 7 (2025): 8766–83. https://doi.org/10.59188/eduvest.v5i7.51483.

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This article discusses the analysis of pile bearing capacity using dynamic and static tests to evaluate the capacity of manufacturing permits in the construction project of the X Shoe Factory in Pekalongan, Central Java. The study aims to determine the ultimate bearing capacity of piles by applying various formulas, such as Meyerhoff, Poulos &amp; Davis, Schmertmann, Coyle &amp; Castillo, and the Alpha &amp; Lambda Method, which take into account corrected NSPT values and CPT data. Additionally, the study validates the calculation results through static and dynamic testing, and compares these
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Prima, Yonas, and Galih Pribadi. "Penggunaan Program Plaxis Dalam Studi Penelitian Perkuatan Geotextile Pada Kestabilan Lereng Buatan." Jurnal Sipil Krisna 9, no. 1 (2023): 22–26. http://dx.doi.org/10.61488/sipilkrisna.v9i1.248.

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This analytical study is expected to understand the safety factor value of natural slopes using geotextile reinforcement arising on multiple slopes. The finite element method is the method used in this analytical study. The model pattern is implemented through several possibilities for the height of the soil fill and the length of the geotextile itself. The soil benchmark indicators used are secondary data from the West Bandung district and use the Meyerhof shear angle approach. The Meyerhof shear angle approach is also used for slope stability analysis using geotextile reinforcement using a l
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Liu, Guangjun, and Cheng Liu. "Derivation of the Ultimate Bearing Capacity Formula for Layered Foundations Based on Meyerhof’s Theory." Applied Sciences 14, no. 12 (2024): 5121. http://dx.doi.org/10.3390/app14125121.

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In this paper, based on Meyerhof’s theory of homogeneous foundation, the limit equilibrium analysis method and unified logarithmic spiral sliding surface assumption are used to derive the theoretical formula for the ultimate bearing capacity of a layered foundation when the foundation is completely rough. It should be noted that this formula is only applicable to strip foundations of upper soft clay and lower sandy soil. In addition, a comparative analysis is conducted between theoretical formulas and semiempirical formulas for layered foundations. On the basis of verifying the reliability of
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E, Nishma, and Amna K. Sonu. "Evaluation of Bearing Capacity for Cast In-Situ Bored Piles." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 4481–89. http://dx.doi.org/10.22214/ijraset.2023.51306.

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Abstract: Pile is a structural element constructed to overcome heavy loads from super structure, when proper bearing strata is not available at shallow depth. The prediction of bearing capacity of a bored cast in-situ pile is a complex problem, as it depends on installation method, concrete quality, ground condition and pile geometry. It is considered that the reliable method for finding bearing capacity is pile load test, which is time consuming and costly. The bearing capacity can also be analysed by empirical and analytical methods using soil data and SPT data. In this paper, empirical meth
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Salim, Vionita, and Aksan Kawanda. "PERANCANGAN TIANG PANCANG DENGAN TAHANAN FRIKSI NEGATIF." JMTS: Jurnal Mitra Teknik Sipil 3, no. 3 (2020): 879. http://dx.doi.org/10.24912/jmts.v3i3.8450.

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Development in Jakarta took place the most, but the condition of the land in Jakarta ehich was dominated by sof soil was becoming an obstacle. Landfill is one way that can be done to strengthen or improve soft soil. But if this landfill causes a settlement in soil around the pile is bigger than the settlement in the pile, there will be negative skin friction which will cause the pile to be pulled down. This study aims to analyze and compare the magnitude of the influence of negative skin friction caused by the pile by using the undrained parameter, drained parameter, Meyerhof empirical, and Ve
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Zuhri, Zulhady, and Istiatun Istiatun. "PERENCANAAN FONDASI TIANG PANCANG PADA PROYEK TOWER 2 ARANDRA RESIDENCE." Construction and Material Journal 2, no. 2 (2020): 99–106. http://dx.doi.org/10.32722/cmj.v2i2.3090.

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ABSTRACTThe pile foundation is an sub-structure to load from the upper structure. Ultimate load carrying-capacity (qu) will be transfered into a hard soil layer by using a deep foundation system. To design the pile foundation, several methods are needed to obtain different bearing capacity values. This study determines the planned pile depth, pile dimensions and pile cap. The purpose of this final project is to plan the pile foundation for the Arandra Residance 2 tower construction project located in Cempaka Putih, Central Jakarta. The method used is the method of Meyerhof, U.S Army Corp, Toml
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Wibowo, Agung Hari, Sulardjaka Sulardjaka, and Silviana Silviana. "STUDI KOMPARASI KAPASITAS DUKUNG RENCANA DAN KAPASITAS DUKUNG AKTUAL FONDASI TIANG PANCANG PADA KONSTRUKSI SLAB ON PILE JALAN TOL SEMARANG – DEMAK SEKSI 2." Jurnal Teknik Indonesia 5, no. 1 (2024): 1. http://dx.doi.org/10.61689/jti.v5i1.545.

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Semarang - Demak Toll Road Section 2 with a length of 16.31 km crosses the North Coast of Java. The regional geological map shows that the North Coast of Java has alluvial soil layers with clay and silt characteristics. The results of soil investigations show that the depth of the soft layer reaches more than 60 m. This condition triggers construction engineering to support the Highway above it. One of the efforts to fulfill the elevation plan (finish grade) is the flyover concept with slab on pile construction. The planned traffic lane is laid on a concrete slab which is supported by piles wi
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Askthreed, Askthreed, Hermansyah Hermansyah, and Denny Meisandy Hutauruk. "ANALISIS KEKUATAN TIANG PANCANG PADA PROYEK PEMBANGUNAN JEMBATAN JALAN BEBAS HAMBATAN MEDAN-KUALANAMU-TEBING TINGGI." Selodang Mayang: Jurnal Ilmiah Badan Perencanaan Pembangunan Daerah Kabupaten Indragiri Hilir 9, no. 2 (2023): 153–59. http://dx.doi.org/10.47521/selodangmayang.v9i2.306.

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One of the important structures in a bridge construction is foundation. Many things need to be considered when building a foundation, from choosing the type of foundation to calculating the foundation load. The purpose of this thesis is to analyze the strength of the pile foundation in the construction project of the Medan-Kualanamu-Tebing Tinggi highway bridge. Calculation of the pile foundation strength is carried out by calculating the carrying capacity of single piles and the carrying capacity of group piles in one abutment. The bearing capacity of the pile foundation is calculated based o
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Parth, Patel, and P. Parmar Samirsinh. "Experimental and Analytical Study on Uplift Capacity of Square Horizontal Anchor in Cohesionless Soil." Journal of Advances in Geotechnical Engineering 5, no. 3 (2022): 1–14. https://doi.org/10.5281/zenodo.7298849.

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Ground anchors are applicable to Sea-walls, transmission tower, buried pipeline, etc. in which they are subjected to uplift force or tension. The resistance of such uplift or pullout force is obtained using theory of plasticity. The pullout capacity of soil anchor is due to shear strength of surrounding soil, embedded depth, dead weight of plate, etc. Meyerhof and many other has given formulation for such allowable capacity. Many testing methods have been used to study the behavior of anchors (in both sand &amp; clay), including field tests, laboratory tests, numerical analyses (Finite element
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Wardani, Mila Kusuma. "Analisis Desain Pondasi Strauss Pile Pada Bangunan Rumah Sederhana Gunung Anyar Surabaya." Jurnal Teknik Sipil 2, no. 2 (2021): 48–56. http://dx.doi.org/10.31284/j.jts.2021.v2i2.2475.

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Construction of a simple 2-story house located in Gunung Anyar, Surabaya with conditions based on an investigation of 19 m deep clay soft soil. The selection of the Strauss Pile Foundation based on the type of soil and building is simple. The calculation of the carrying capacity is calculated based on the Sondir data using the Meyerhoff method. The calculation of the settlement is carried out with an immediate and a consolidated. The calculation of the carrying capacity of the Strauss Pile is using the Meyerhoff method with variations in the diameter of the Strauss pile 20 cm, 30 cm, 40 cm to
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Normington, Katie. "Meyerhold and the New Millennium." New Theatre Quarterly 21, no. 2 (2005): 118–26. http://dx.doi.org/10.1017/s0266464x05000035.

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In this article, Katie Normington outlines the increasing interest in Meyerhold's work and assesses previous applications of his methods to contemporary production work. She goes on to consider how working as movement director for Red Shift Theatre Company's adaptation of Herman Melville's short story, Bartleby, enabled research into the application of Meyerhold's system of Biomechanics. Rehearsals for Bartleby combined actor-training and text rehearsals so that the Stanislavskian-trained actors gained ownership of biomechanical principles and could apply aspects to their independent explorati
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HUZUM, Otilia. "Meyerhold's Biomechanics and Its Importance in the Art of the Actor." Theatrical Colloquia 15, no. 1 (2025): 14–26. https://doi.org/10.35218/tco.2025.15.1.02.

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Vsevolod Meyerhold, theater director of Russian origin, descendant of Stanislavski's school and part of the Russian succession, breaks away from his mentor's methods and sets out to experiment with movement as a means of scenic expressiveness. Thus, he lays the foundations of biomechanics, a concept that imposes itself in the way of theatrical expression. Biomechanics brings to the fore mechanical movement and bodily expression, the precision of movement and the body as an artistic instrument, principles that offer a different vision to contemporary theater and that find their place even in th
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Mauthonic, Valerianus Kevin, and Jody Martin Ginting. "Analisis Komparatif Daya Dukung Tanah & Penurunan Pondasi Menggunakan Metode Analitis Dan Metode Elemen Hingga (Studi Kasus : Borehole 1 Proyek Apartment Mega Techno City Di Kota Batam)." Jurnal Ilmiah Rekayasa Sipil 20, no. 2 (2023): 135–45. http://dx.doi.org/10.30630/jirs.v20i2.1007.

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Batam City is a city with high attractiveness for tourists, both local and foreign tourists. In an effort to support and accommodate tourists visiting the city of Batam, the construction of hotels and apartments has been intensively carried out. Due to limited land, the high rise building model is one of the most effective building models to build. To guarantee high rise building performance, it is necessary to plan well in design from a structural point of view. In this case foundation as one of the elements of the structure is also an important part, so it needs to be planned well too. The b
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Sutarto, Agung, and Abdullah Jalil. "ANALISIS DAYA DUKUNG PONDASI TERHADAP PENAMBAHAN LANTAI DENGAN STRUKTUR ATAP PLAT BETON GEDUNG RUMAH SAKIT UNIMUS." Citizen : Jurnal Ilmiah Multidisiplin Indonesia 3, no. 2 (2023): 77–83. http://dx.doi.org/10.53866/jimi.v3i2.235.

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Semarang City, the capital city of Central Java Province, is one of the cities with a dense population in Indonesia of 1.7 million people and ranks 4th in the region with a population of Central Java. With increasing population growth and limited land for infrastructure development, adding a building floor can solve infrastructure with limited land by utilizing every building space. This study uses the Meyerhof method in 1956 regarding the bearing capacity of deep foundations using NSP-T data and ETABS v18.1 application as an analysis of the superstructure. The results of this study found that
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Rizaludin, Rizaludin, Sigit Winarto, and Ahmad Ridwan. "PERENCANAAN PONDASI TIANG PANCANG GEDUNG PASCA SARJANA FAKULTAS TEKNIK UNIVERSITAS KADIRI." Jurnal Manajemen Teknologi & Teknik Sipil 3, no. 1 (2020): 55. http://dx.doi.org/10.30737/jurmateks.v3i1.889.

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The foundation is a part of the structure that functions as a support for the building and distributes the burden on it (upper fabric) or the soil layer with a stable enough carrying capacity. In planning the foundation for a structure can use several types. The selection of the foundation to be used based on the weight of the building. The construction of the C story building seven-story University requires a strong foundation. The pile foundation was chosen because it was relatively fast, easy, and yielded hard soil at 5.6 m. In this calculation, three methods as a Trofimankove method and th
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Fahriani, Ferra, and Yayuk Apriyanti. "Daya Dukung dan Penurunan Pondasi pada Pesisir Pantai Timur Kabupaten Bangka." BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 8, no. 1 (2020): 38–47. http://dx.doi.org/10.33558/bentang.v8i1.1949.

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A Construction of buildings on the beach is needed to provide facilities and infrastructure. An analysis of bearing capacity and foundation settlement for building construction is necessary to avoid structural failure. This study analyzed bearing capacity and foundation settlement on the East coast of Bangka Regency, Bangka Belitung Island Province, including Tikus Beach, Takari Beach and Karang Mas Air Anyir Beach, based on field data from Cone Penetration Test (CPT). Result showed that the level of soil consistency, bearing capacity, and foundation settlement can be analyzed by combining the
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Merytsa, Aldila Winda, Imas Istiari, Hartopo Hartopo, and Totok Apriyanto. "STUDI KOMPARASI KAPASITAS DAYA DUKUNG TIANG PANCANG SECARA ANALITIS TERHADAP HASIL UJI KALENDERING DAN PILE DRIVING ANALYZER (STUDI KASUS STRUKTUR SLAB ON PILE) PADA PROYEK PEMBANGUNAN JALAN TOL SEMARANG – DEMAK PAKET 2." Jurnal Teknik Indonesia 3, no. 2 (2022): 11. http://dx.doi.org/10.61689/jti.v3i2.367.

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Semarang–Demak Toll Road Construction with length ± 27 km, built for reduce traffic jam in Semarang. Due to road construction must pass area with very soft soil conditions/swamp land. Where type soil this is known have power support very low. For resolve problem the so structure Street use structure Slab on Pile. Structure Slab on Pile consist from slab, pile head and Pile Foundation              In analyzing the carrying capacity of piles analytically in this study, we used several methods such as the Meyerhof method, the Luciano Decourt method and the Schmertman method. Mean
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