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Journal articles on the topic 'Terzaghi'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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1

Dewaikar, D. M., B. G. Mohapatro, V. A. Sawant, and H. S. Chore. "COMPUTATION OF BEARING CAPACITY FACTOR Nq –TERZAGHI AND PRANDTL MECHANISM." ASEAN Journal on Science and Technology for Development 25, no. 2 (2017): 227–36. http://dx.doi.org/10.29037/ajstd.245.

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The unique values of the bearing capacity factors, Nq are obtained in respect of failure mechanisms suggested by Terzaghi and Prandtl using limit equilibrium approach. In this paper an attempt has been made to present the analysis integrating the Kotter’s equation with Terzaghi’s and Prandtl’s mechanisms using limit equilibrium conditions. The analysis presented here with some modifications in the exiting analyses computes the bearing capacity factor – Nq , the expressions of which are similar to the one given by Terzaghi [10] and Reissner [7] who had extended the pioneering work initiated by

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2

Aytekin, Mustafa. "Estimating bearing capacity of shallow foundations by artificial neural networks." Challenge Journal of Structural Mechanics 3, no. 4 (2017): 151. http://dx.doi.org/10.20528/cjsmec.2017.11.016.

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In this study, the Artificial Neural Network, ANN is applied to data extracted from a large set of random data created by using Terzaghi and Meyerhof formulae. By using MS Excel, 3750 sets of data for Terzaghi's equation, 4000 for Meyerhof's equation were generated. A simulated ANN was trained on a subset of bearing capacity data, and the performance was tested on the remaining data. The performances of the ANN models were compared to Terzaghi and Meyerhof results. ANN models were as accurate as the other techniques in estimating the ultimate bearing capacity. The models estimated the ultimate

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3

Wissmann, Kord. "Walking with Terzaghi." GEOSTRATA Magazine 20, no. 2 (2016): 8–9. http://dx.doi.org/10.1061/geosek.0000321.

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4

Muka, I. Wayan, Made Novia Indriani, and I. Putu Ocky Wintara. "Analisis Daya Dukung Tanah Pada Perencanaan Proyek Gedung Dengan Metode Terzaghi, Meyerhof, Hansen Dan Vesic." Jurnal Ilmiah Kurva Teknik 10, no. 2 (2021): 1–7. http://dx.doi.org/10.36733/jikt.v10i2.2979.

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Semua konstruksi bangunan sipil akan ditopang oleh tanah, termasuk gedung-gedung, jembatan, jalan dan berbagai bangunan air seperti bendungan dan saluran-saluran irigasi. Oleh karena itu kondisi tanah dasar sangat mempengaruhi kestabilan dan keamanan konstruksi bangunan diatasnya. Penelitian ini bertujuan untuk memperoleh nilai daya dukung tanah untuk kasus yang sama berdasarkan metode-metode Terzaghi, Meyerhof, Vesic, Hansen. Serta mendapatkan perbandingan besaran nilai daya dukung tanah dari beberapa metode tersebut. Berdasarkan hasil penyelidikan tanah yang dilakukan pada Proyek Gedung Kuli

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5

Mitchell, James K. "The Twentieth Terzaghi Lecture." Journal of Geotechnical Engineering 112, no. 3 (1986): 255–89. http://dx.doi.org/10.1061/(asce)0733-9410(1986)112:3(255).

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6

Mindiastiwi, Tigo, and Muhammad Afifassauqi Mustofa. "Perbandingan Daya Dukung Tanah Pondasi Dangkal Menggunakan Metode Terzaghi, Mayerhoff dan Plaxis 2D." Jurnal Teknik Sipil 16, no. 2 (2023): 81–91. http://dx.doi.org/10.56444/jts.v16i2.1372.

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Daya dukung tanah merupakan kemampuan tanah dalam menahan tekanan atau beban dari struktur atas bangunan dengan aman tanpa menimbulkan kegalalan ataupun penurunan. Beberapa metode digunakan untuk menganalisis daya dukung tanah, diantaranya yaitu dengan metode Terzaghi, Mayerhoff, Hasen, Vesic, Oshaki dan menggunakan software dengan parameter dan hasil yang berbeda. Tujuan penelitian ini untuk mengetahui perbandingan daya dukung tanah pondasi dangkal menggunakan metode Terzaghi, Mayerhoff dan software Plaxis 2D. Data sekunder yang digunakan berupa gambar perencanaan dan data tanah hasil uji lab

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7

Aisah, Elpita, and Fameira Dhiniati. "Kapasitas Daya Dukung Pondasi Dangkal dengan Teori Terzaghi dan Mayerhof." Konstruksia 15, no. 1 (2023): 127. http://dx.doi.org/10.24853/jk.15.1.127-136.

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Pondasi merupakan elemen penting dalam proses konstruksi bangunan yang bertugas untuk menyalurkan dan mendistribusikan beban dari struktur bangunan ke tanah dibawahnya. Pondasi dangkal adalah jenis pondasi yang sering digunakan dalam proyek bangunan sederhana hingga menengah, dalam pembangunan konstruksi gedung hal penting yang harus dilakukan adalah dengan menganalisis kapasitas daya dukung pondasi dangkal, karena untuk mempertimbangkan nilai keamanan struktural, karakteristik tanah, beban yang akan dipikul, serta perubahan lingkungan, analisis juga dilakukan dengan tujuan untuk mengetahui be

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8

Albuquerque, Vitor, Celso Romanel, and Raphael Carneiro. "Primary consolidation settlement due to ramp loading: Terzaghi (1943) method revisited." Soils and Rocks 47, no. 1 (2024): e2024003522. http://dx.doi.org/10.28927/sr.2024.003522.

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Terzaghi (1943) developed an empirical method for primary consolidation due to a load applied at constant rate (ramp load) until the end of construction at time tc. The method considers that the settlement at a time t during construction, can be evaluated admitting the load applied instantaneously at time t/2. In this research, two alternative modifications are proposed for this Terzaghi’s empirical recommendation. The first one is based on a variable fraction of time t and the second modification keeps Terzaghi’s suggestion (t/2) but makes reductions in the average degree of consolidation Uv.

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9

Surbakti, Rudianto. "Prediksi Penurunan Konsolidasi Tanah Lunak Dengan Metode Analitis Dan Metode Element Hingga." JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION 5, no. 2 (2021): 83–91. http://dx.doi.org/10.31289/jcebt.v5i2.5773.

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Penurunan tanah, pergerakan tanah dan pergeseran tanah adalah masalah yang paling sering dihadapi ketika membangun konstruksi diatas lapisan tanah lunak. Tanah dengan konsistensi lunak memiliki tingkat penurunan tanah yang tinggi. Terdapat banyak metode yang dikembangkan untuk memprediksi besar total penurunan konsolidasi yang terjadi, diantaranya metode analitis dengan menggunakan teori yang dikembangkan Terzaghi atau metode element hingga menggunakan software Plaxis 2D dan 3D. Sebagai pembanding kedua metode tersebut diperlukan data harian penurunan tanah yang terjadi di lapangan dicatat dar

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10

Trinanda, Asri Yuda. "TINJAUAN DAYA DUKUNG PONDASI SUMURAN PADA GEDUNG-X DI KOTA BUKITTINGGI." JURNAL RIVET 1, no. 01 (2021): 26–31. http://dx.doi.org/10.47233/rivet.v1i01.237.

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Suatu konstruksi terdiri dari struktur atas dan struktur bawah. Masing-masing elemen struktur berfungsi dalam menahan seluruh beban yang bekerja pada bangunan tersebut. Struktur bawah yang terdiri dari pondasi, menjadi tumpuan seluruh beban-beban yang bekerja di atas bangunan tersebut. Jenis pondasi yang digunakan tergantung pada pemilihan tipe struktur, beban yang bekerja dan jenis tanahnya. Salah satu jenis pondasi pada konstruksi adalah pondasi sumuran. Penelitian ini akan menganalisis tentang kapasitas dari pondasi sumuran pada proyek pembangunan gedung X di Kota Bukittinggi. Dalam perhitu

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11

Burland, John. "Terzaghi: back to the future." Bulletin of Engineering Geology and the Environment 66, no. 1 (2007): 29–33. http://dx.doi.org/10.1007/s10064-006-0083-9.

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12

Boangmanalu, Fina Mayumi, and Istiatun Istiatun. "PERBANDINGAN PENURUNAN KONSOLIDASI METODE TERZAGHI DENGAN ASAOKA PADA VACUUM PRELOADING." Construction and Material Journal 5, no. 2 (2023): 125–40. http://dx.doi.org/10.32722/cmj.v5i2.4750.

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Around 20 million hectares of Indonesia's total land area, or more than 10%, has soft soil. Soft soils can be problematic in construction projects due to their low bearing capacity, high water content, limited permeability, and high compressibility. Vacuum preloading, a technique to hasten consolidation by employing atmospheric pressure from the vacuum as a surcharge load, is one of the improvements for soft soil. The Terzaghi method is typically used to calculate the prediction of the final settlement and the time to reach the final settlement, however the forecast of settlement by the Terzag

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13

Grabe, Jürgen. "Vienna – Terzaghi Lecture 2019: Geomechatronik – ein Zukunftsfeld*/Vienna – Terzaghi Lecture 2019: Geomechatronics – A Future Field*." Bauingenieur 94, no. 05 (2019): 157–70. http://dx.doi.org/10.37544/0005-6650-2019-05-33.

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Zusammenfassung Geomechatronik bezeichnet das Zusammenspiel von Geotechnik, Maschinenbau, Mess-, Steuerungs- und Regelungstechnik. Durch ein verbessertes Verständnis der Prozesse in der Geotechnik kann es gelingen, den Prozess und die Baumaschinen zu optimieren und den Herstellungsprozess durch Kennwerten zu charakterisieren. Diese Messwerte können dann zur Steuerung und Regelung der Prozesse zielgerichtet genutzt werden. An vier Beispielen, nämlich der Einbringung von Profilen, dem Ziehen von Bohrwerkzeugen, der gezielten nachträglichen Verpfropfung von vibrierten, offenen Profilen und der Rü

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14

Bartlewska-Urban, M., and T. Strzelecki. "Application of Genetic Algorithms for the Estimation of Hydraulic Conductivity." Studia Geotechnica et Mechanica 40, no. 2 (2018): 140–46. http://dx.doi.org/10.2478/sgem-2018-0013.

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AbstractIn the study described here model calibration was performed employing the inverse analysis using genetic algorithms (GA). The objective of analysis is to determine value of the coefficient of hydraulic conductivity, k. The commonly used method for the determination of coefficient of hydraulic conductivity based on Terzaghi consolidation leads to an underestimation of the value of k as the Terzaghi model does not take into account the deformation of soil skeleton. Here, an alternative methodology based on genetic algorithms is presented for the determination of the basic parameters of B

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15

Ghana, Zharfan, Yunus Ashari, and Noor Fauzi Isniarno. "Rancangan Penentuan Lokasi Crushing Plant Sirtu CV Brilliant Ningrat di Kecamatan Leles, Kabupaten Garut, Provinsi Jawa Barat." Bandung Conference Series: Mining Engineering 3, no. 2 (2023): 318–28. http://dx.doi.org/10.29313/bcsme.v3i2.7418.

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Abstract. CV Brilliant Ningrat is a company engaged in rock mining with sirtu commodities in Leles District, Garut Regency, West Java Province. In determining the location of the Crushing Plant, supporting data is needed which will strengthen the arguments in determining the location of the Crushing Plant. In this study the supporting data is the soil bearing capacity of the Terzaghi method. The soil bearing capacity of the Terzaghi method plays a role in calculating the foundation to be stepped on by the Crushing Plant. To obtain supporting data using the soil bearing capacity of the Terzaghi

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16

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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17

Sari, Undayani Cita, Nur Fithriani Fatma Cholida, Moh Nur Sholeh, and M. Mirza Pratama. "SHALLOW FOUNDATION BEARING CAPACITY ANALYSIS BASED ON CONE PENETRATION TEST." Jurnal Teknik Sipil 18, no. 1 (2022): 01–12. http://dx.doi.org/10.28932/jts.v18i1.3760.

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In the simple buildings, shallow foundations can be used to support the construction above them. This shallow foundation has various types, including the type of footplate which can be calculated using the Terzaghi equation. In the Terzaghi equation, it requires dimension parameters of the footing and soil material parameters such as cohesion and soil volume weight which requires laboratory testing to obtain it. Meanwhile, Schmertmann provides an equation to obtain the Terzaghi bearing capacity factor in the form of Nq and Nγ by using the Cone Penetration Test (CPT). This bearing capacity fact

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18

Sridharan, A. "Fourth IGS-Ferroco Terzaghi Oration: 2014." Indian Geotechnical Journal 44, no. 4 (2014): 371–99. http://dx.doi.org/10.1007/s40098-014-0136-0.

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19

Portalatino Zevallos, Jube, Niquin Alayo Esmelin, and Marcos Zambrano Fernandez. "Analisis de la ecuacion de terzagri para el exceso de presión en cimentaciones." APORTE SANTIAGUINO 1, no. 1 (2008): 72. http://dx.doi.org/10.32911/as.2008.v1.n1.349.

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<p>El desarrollo de la computación e informática ha<br />permitido en la actualidad que muchas de las<br />áreas del conocimiento humano se automaticen,<br />entre ellos: La Mecánica de Suelos. La<br />posibilidad de Analizar el comportamiento de un<br />modelo existente en campo de la ingenieria<br />usando el análisis y llevando los resultados a una<br />automatización constituye la parte fundamental<br />del presente trabajo.Las herramientas<br />matemáticas para el análsis de la ecuación de<br />Terzaghi y los resultados de

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20

Osipov, V. I. "THIN FILMS OF ADSORBED WATER AND THEIR INFLUENCE ON EFFECTIVE TENSION IN CLAYEY SOILS." Вестник Российской академии наук 93, no. 11 (2023): 1047–56. http://dx.doi.org/10.31857/s0869587323110075.

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Examples of the discrepancy between the calculation of the strength of fine-grained soils based on the Mohr–Coulomb theory and actual data are considered. The main reason for the discrepancy is the estimation of the effective stress of soils according to the formula of K. Terzaghi, which does not take into account the internal stresses that occur at the contacts of the particles when the surface films of adsorbed water overlap. It is proposed to modify the theory of K. Terzaghi and switch to the using of general (external and internal) stresses.

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21

Feng, Chaoqun, Pei Zhang, Chengshun Xu, and Xiuli Du. "Influence of the initial hydrostatic pressure on contact area coefficient under drainage condition." E3S Web of Conferences 276 (2021): 01023. http://dx.doi.org/10.1051/e3sconf/202127601023.

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The expression of effective stress proposed by Terzaghi has always been questioned. Many correction formulas are modification of pore pressure term. The pore pressure factor is related to porosity, contact area and other factors. When the particles are in point contact, the expression of the effective stress is that proposed by Terzaghi, while for the surface contact particles, the actual effective stress increases the stress produced by pore pressure passing through the contact surface based on the Terzaghi effective stress. There are many factors that affect the development of contact area a

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22

Tang, Huiming, Junrong Zhang, Lei Huang, Changbin Yan, Shengming Hu, and Mutasim Adam Mohamed Ez Eldin. "Correction of Line-Sampling Bias of Rock Discontinuity Orientations Using a Modified Terzaghi Method." Advances in Civil Engineering 2018 (August 29, 2018): 1–9. http://dx.doi.org/10.1155/2018/1629039.

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The Terzaghi method is widely used to correct the line-sampling bias of rock discontinuity orientations. The method includes four procedures, one of which is meshing the stereographic projection diagram into cells. The method is based on the bias-compensatory factor, 1/sin θ, where θ is the angle between the scanline and the discontinuity defined at each cell center. This paper presents a modified Terzaghi method that eliminates meshing, thereby reducing the method to three steps that (1) count the frequencies, (2) weigh the frequencies by the bias-compensatory factor, and (3) round the weighe

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23

Kalogo, Egidius, Krisantos Ria Bela, and Paulus Sianto. "Analisis Penurunan Segera pada Pondasi Telapak Berdasarkan Nilai Daya Dukung Terzaghi, Mayerhof, Brinch Hansen, dan Vesic." Jurnal Teknik Sipil ITP 8, no. 1 (2021): 3. http://dx.doi.org/10.21063/jts.2021.v801.03.

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Pondasi telapak merupakan pondasi yang berdiri sendiri dalam mendukung sebuah kolom serta meneruskan beban yang bekerja menuju ke tanah dasar. Apabila dalam mendesain suatu pondasi tidak mencapai tanah keras, maka akan terjadi penurunan. Untuk mengetahui penurunan yang terjadi pada pondasi telapak, maka harus dilakukan perhitungan daya dukung tanah terlebih dahulu. Adapun teori daya dukung tanah yang sering digunakan yaitu teori Terzaghi, Meyerhof, Brinch Hansen, dan Vesic. Tujuan dari penelitian ini adalah untuk mengetahui nilai daya dukung kemudian dilakukan perhitungan penurunan segera yang

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24

Jin, Hui Wu, and Hong Wei Song. "Discussion on Application of Empirical Formulas for Ultimate Bearing Capacity." Advanced Materials Research 919-921 (April 2014): 660–65. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.660.

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Terzaghi equation is widely used in practice to determine Ultimate Bearing Capacity (UBC). Recent research indicates that exact solution of UBC could be got with the slip line method if the soil is ideal elastic-plastic material. In this paper, dimensionless UBC is gained using ABC software based on the slip line method and is compared with that by Terzagh equation with based on empirical formula. It shows that error of UBC is caused by empirical formula. However, the accuracy of UBC relates to safety and economy of the engineering. Given empirical formulas have a wide application in practice,

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25

Salgado, Rodrigo. "Introduction to the 53rd Karl Terzaghi Lecture." Journal of Geotechnical and Geoenvironmental Engineering 146, no. 9 (2020): 01820001. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002270.

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26

Salgado, Rodrigo. "Introduction to the 54th Karl Terzaghi Lecture." Journal of Geotechnical and Geoenvironmental Engineering 147, no. 3 (2021): 05020016. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002461.

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27

Baker, Clyde N. "Introduction to the Twenty-Seventh Terzaghi Lecture." Journal of Geotechnical Engineering 119, no. 9 (1993): 1332. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:9(1332).

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28

Duncan, James Michael. "Introduction to the Twenty-Ninth Terzaghi Lecture." Journal of Geotechnical Engineering 120, no. 10 (1994): 1652. http://dx.doi.org/10.1061/(asce)0733-9410(1994)120:10(1652).

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29

Schroeder, W. L. "Introduction to the Twenty-Sixth Terzaghi Lecture." Journal of Geotechnical Engineering 121, no. 7 (1995): 522. http://dx.doi.org/10.1061/(asce)0733-9410(1995)121:7(522).

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30

Rippe, Arlan H. "Introduction: Dr. Delwyn Fredlund—41st Terzaghi Lecturer." Journal of Geotechnical and Geoenvironmental Engineering 132, no. 3 (2006): 284–85. http://dx.doi.org/10.1061/(asce)1090-0241(2006)132:3(284).

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31

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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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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Wang, Jiangfeng, Wei Yuan, Xuexuan Yin, Wenjie Li, and Xinya Li. "One-Dimensional Consolidation Properties of Soft Clay under Multi-Stage Loading." Applied Sciences 13, no. 18 (2023): 10340. http://dx.doi.org/10.3390/app131810340.

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The consolidation characteristics of soft clay under multi-stage loading and single-stage loading exhibit significant differences. In order to investigate the consolidation behavior of soft clay under multi-stage loading, one-dimensional oedometer tests were conducted on marine sedimentary soft clay from northern China. The results indicate that the overall time-deformation pattern of multi-stage loading is a cyclic nonlinear extension of that of single-stage loading. The final deformation between multi-stage loading and single-stage loading is approximately equal; however, the consolidation r

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34

Einstein, Herbert H. "Observation, Quantification, and Judgment: Terzaghi and Engineering Geology." Journal of Geotechnical Engineering 117, no. 11 (1991): 1772–78. http://dx.doi.org/10.1061/(asce)0733-9410(1991)117:11(1772).

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35

Guo, Shuai Jie, Bao Tian Wang, Fu Hai Zhang, and Liang Chen. "Settlement and Consolidation Mechanism of Cohesive Sedimentation in Estuarine Environment." Advanced Materials Research 261-263 (May 2011): 1454–58. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1454.

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Estuarine area is the intersection zone of river estuary, coastal and land-phase. Cohesive sediment deposition for mutation affects estuary channel transport and brings great challenges to dredging project. Consolidation indicators are closely related to sedimentation and dredging, and there are apparent errors in application of Terzaghi theory in cohesive sediment consolidation evaluation for large stain characteristics. Then it is necessary to modify some consolidation parameters to extend Terzaghi theory in cohesive sediment consolidation. Considering a whole process of sedimentation and co

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36

Kooi, Henk, and Gilles Erkens. "Creep consolidation in land subsidence modelling; integrating geotechnical and hydrological approaches in a new MODFLOW package (SUB-CR)." Proceedings of the International Association of Hydrological Sciences 382 (April 22, 2020): 499–503. http://dx.doi.org/10.5194/piahs-382-499-2020.

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Abstract. Creep and secondary consolidation are important phenomena in settlement caused by surface loads, but not commonly considered in land subsidence driven by groundwater extraction. To explore the role of creep in such settings, a new MODFLOW-2005 land subsidence package was developed that incorporates a creep formulation gleaned from geotechnical software. This formulation, which is based on the isotache concept, is an extension of, and incorporates the classical elastoplastic compression model of Terzaghi as a limiting case. The package is introduced, and results are presented of an ap

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37

Ryczek, Marek, Edyta Kruk, Magdalena Malec, and Sławomir Klatka. "Comparison of pedotransfer functions for the determination of saturated hydraulic conductivity coefficient." Ochrona Srodowiska i Zasobów Naturalnych 28, no. 1 (2017): 25–30. http://dx.doi.org/10.1515/oszn-2017-0005.

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Abstract On one hand, direct methods of measurement of saturated hydraulic conductivity coefficient are time consuming, and on the other hand, laboratory methods are cost consuming. That is why the popularity of empirical methods has increased. Their main advantages are speed of calculations and low costs. Comparison of various empirical methods (pedotransfer functions) for the determination of saturated hydraulic conductivity coefficient was the purpose of this work. The methods used were Shepard’s, Hazen’s, USBR (United States Bureau of Reclamation), Saxton et al.’s, Kozeny–Carman’s, Krüger’

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Роженков, Е. А., Д. А. Данько, А. В. Шубин, and В. И. Рыжков. "PORE PRESSURE PREDICTION METHOD BASED ON THE RESULTS OF SEISMIC AMPLITUDE INVERSION." ГЕОФИЗИКА, no. 1 (August 1, 2022): 24–30. http://dx.doi.org/10.34926/geo.2022.49.53.001.

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В статье рассмотрен способ оценки порового давления на основе результатов сейсмической амплитудной инверсии. Методика включает три этапа. На первом этапе проводится сейсмическая инверсия и устанавливается связь между эффективным напряжением и акустическим импедансом. На втором этапе акустический импеданс используется для расчета вертикального и эффективного напряжения. На заключительном этапе рассчитывается поровое давление в соответствии с принципом Terzaghi. Показан пример применения данного подхода для построения предбуровой модели порового давления на основе морских сейсморазведочных данны

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39

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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Santos, Ronaldo Sousa dos, Ailton Eustaquio de Melo Trajano, Francisco de Assis Silva Sousa, and Hayme Dheymison Vilarindo Barbosa. "Estimativa da capacidade de carga admissível de sapatas a partir de diferentes métodos de cálculo: estudo de caso do município de Balsas/MA." CONTRIBUCIONES A LAS CIENCIAS SOCIALES 17, no. 10 (2024): e11606. http://dx.doi.org/10.55905/revconv.17n.10-191.

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A determinação da capacidade de carga é essencial para a execução de um projeto de fundações superficiais, visando assegurar a segurança e a economia do empreendimento. Este artigo tem como propósito comparar diferentes métodos semiempíricos de estimativa da capacidade de carga com os resultados obtidos através do método teórico de Terzaghi, aplicados a um solo localizado no município de Balsas-MA. Para isso, utilizou-se o relatório de sondagem SPT fornecido pela empresa Y como base para os cálculos da capacidade de carga das fundações. Após realizar essa análise e obter os valores corresponde

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Gould, James P. "Geotechnology in Dispute Resolution: The Twenty-Sixth Terzaghi Lecture." Journal of Geotechnical Engineering 121, no. 7 (1995): 523–34. http://dx.doi.org/10.1061/(asce)0733-9410(1995)121:7(523).

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Rowe, R. Kerry. "Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture." Journal of Geotechnical and Geoenvironmental Engineering 146, no. 9 (2020): 04020081. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002239.

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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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44

Cherubini, C. "A closed-form probabilistic solution for evaluating the bearing capacity of shallow foundations." Canadian Geotechnical Journal 27, no. 4 (1990): 526–29. http://dx.doi.org/10.1139/t90-067.

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A closed-form solution for the probabilistic evaluation of shallow foundation bearing capacity according to the model proposed by Terzaghi, as modified by Krizek, is described. A numerical example explains the method of computation. Key words: statistics, probability, ultimate bearing capacity, allowable bearing capacity, shallow foundations, friction angle, numerical methods.

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Galindo-Aires, Rubén, Antonio Lara-Galera, and Gonzalo Guillán-Llorente. "Contribution to the knowledge of early geotechnics during the twentieth century: Arthur Casagrande." History of Geo- and Space Sciences 9, no. 2 (2018): 107–23. http://dx.doi.org/10.5194/hgss-9-107-2018.

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Abstract. Arthur Casagrande (1902–1981) is one of the main people responsible for the geotechnics that we know today. Born in Haidenschaft, now Slovenia, he went to the United States in 1926 to participate in major civil engineering projects: he graduated in 1924 from the Technische Hochschule in Vienna, Austria. On this visit to the USA he met Karl Terzaghi (1883–1963), the father of soil mechanics and geotechnology, who taught him the basic concepts of this discipline to which Casagrande dedicated the rest of his life. In his early years of work with Terzaghi, Casagrande focused on research

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46

Guillán-Llorente, Gonzalo, Belén Muñoz-Medina, Antonio Lara-Galera, and Rubén Galindo-Aires. "Contribution to the knowledge of early geotechnics during the 20th century: Laurits Bjerrum." History of Geo- and Space Sciences 16, no. 1 (2025): 1–12. https://doi.org/10.5194/hgss-16-1-2025.

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Abstract. The founder of soil mechanics, Karl Terzaghi, took the initiative in 1954 to contact the Danish engineer Laurits Bjerrum, requesting to meet. Terzaghi wanted to meet the engineer who had written a paper on the stability of the unusual Norwegian quick clays at the European Slope Congress in Stockholm. Bjerrum was 36 years old at the time, had a PhD and was already director of the NGI (Norges Geotekniske Institutt – Norwegian Geotechnical Institute). From his position as director of the NGI, he was actively involved in many varied consultancies, placing great value on the continuous in

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CLAYTON, C. R. I., H. M. STEINHAGEN, W. POWRIE, K. TERZAGHI, and A. W. SKEMPTON. "TERZAGHI'S THEORY OF CONSOLIDATION, AND THE DISCOVERY OF EFFECTIVE STRESS. (COMPILED FROM THE WORK OF K. TERZAGHI AND A.W. SKEMPTON)." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 113, no. 4 (1995): 191–205. http://dx.doi.org/10.1680/igeng.1995.28015.

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Truc Doan, Thy. "Three (3D) dimension model of settlement differences of the clay ground under rigid foundation by the affection of the groundwater variations – A comparison." E3S Web of Conferences 347 (2022): 03003. http://dx.doi.org/10.1051/e3sconf/202234703003.

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In recent decades, settlement differences of the Clay ground implemented in areas and countries in the world. Whereas marine clay ground behaviors under Rigid foundation to build the construction on the clay ground with marine clay origin was evaluated the different methods such as Field and experimental measuring method, Finite Element method, formulas or TERZAGHI method and so on. Moreover, the influence of the groundwater levels is one of the most quite important problems to be needed considering. The object of this paper uses Standard Penetration (SPT), Unconfined Compression Test, and TER

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Ningrum, Hastari Dita, Ririn Anassari, Hartopo Hartopo, and Totok Apriyanto. "ANALISIS DERAJAD KONSOLIDASI PADA PERBAIKAN TANAH DENGAN METODE PRE-FABRICATED VERTICAL DRAIN (PVD) PADA PROYEK PEMBANGUNAN JALAN TOL SEMARANG â€“ DEMAK PAKET 2." Jurnal Teknik Indonesia 3, no. 2 (2022): 43. http://dx.doi.org/10.61689/jti.v3i2.370.

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Soft soil is a type of soil that has low shear strength, small coefficient of permeability, compressibility and low soil bearing capacity. 1-D consolidation theory by Terzaghi (1925), assumes that during the consolidation process the value of the consolidation coefficient (Cv) is constant. Flow is only vertical direction. The analysis carried out is to know magnitude of decline and time required to achieve 90% consolidation. Quantitative data is used to analysis numerical data and calculated using existing formulas. Value of settlement using Terzaghi method and principle of normal consolidatio

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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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