Relevant bibliographies by topics / Terzaghi

Contents

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

Academic literature on the topic 'Terzaghi'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Terzaghi"

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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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Terzaghi"

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Battilani, Chiara. "Analisi geologico-tecnica della subsidenza nell’area urbana di Bologna." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/21801/.

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Questa tesi mira alla ricerca di un modello di subsidenza in grado di riprodurre quanto osservato nell’area di Bologna e nelle aree limitrofe in cui è stato possibile osservare in modo accentuato il fenomeno della subsidenza antropica, in questo caso Castel Maggiore. È stato inizialmente svolto uno studio sul fenomeno nel caso specifico di Bologna per comprendere quali siano le cause scatenanti e per osservare le variazioni nel tempo che ha subito la subsidenza. Successivamente tramite un’analisi a ritroso è stata studiata la subsidenza avvenuta dal 1976 al 1999 al caposaldo di Castel Maggio
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Dereims, Arnaud. "simulation industrielle des procédés d’élaboration de pièces composites par infusion de résine : couplage fluide / solide poreux très faiblement perméable en grandes déformations." Thesis, Saint-Etienne, EMSE, 2013. http://www.theses.fr/2013EMSE0699/document.

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Les procédés d’élaboration de pièces composites par infusion de résine, malgré leurs nombreux avantages, peinent à s’imposer dans les phases de production industrielle en raison de difficultés pour les maitriser. Ainsi, en partenariat avec ESI Group, un modèle complet pour la simulation de ces procédés est développé à l’ENSM-SE depuis les travaux précurseurs de P. Celle.Nos travaux portent sur la généralisation de ce modèle afin de traiter des cas, ainsi que sur son extension à la simulation des écoulements « post-infusion ». L'approche repose sur un découpage du domaine en trois zones (draina
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Dereims, Arnaud. "simulation industrielle des procédés d'élaboration de pièces composites par infusion de résine : couplage fluide / solide poreux très faiblement perméable en grandes déformations." Phd thesis, Ecole Nationale Supérieure des Mines de Saint-Etienne, 2013. http://tel.archives-ouvertes.fr/tel-00933928.

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Les procédés d'élaboration de pièces composites par infusion de résine, malgré leurs nombreux avantages, peinent à s'imposer dans les phases de production industrielle en raison de difficultés pour les maitriser. Ainsi, en partenariat avec ESI Group, un modèle complet pour la simulation de ces procédés est développé à l'ENSM-SE depuis les travaux précurseurs de P. Celle.Nos travaux portent sur la généralisation de ce modèle afin de traiter des cas, ainsi que sur son extension à la simulation des écoulements " post-infusion ". L'approche repose sur un découpage du domaine en trois zones (draina
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Kouawa, Tadjouwa. "Traitement des boues de vidange par lits de séchage sous climat soudano-sahélien." Thesis, Strasbourg, 2016. http://www.theses.fr/2016STRAD018/document.

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L'usage des lits de séchage plantés et non plantés (LSP et LSNP) pour le traitement des boues de vidange (BV) augmente en Afrique de l’Ouest malgré leurs performances parfois mauvaises et leur dimensionnement empirique. Pour contribuer à I'accès aux performances épuratoires des LSP et LSNP, le suivi de 13 lits de séchage expérimentaux a été réalisé. Sur la base de l'équation de consolidation de Terzaghi, un modèle, permettant de simuler I'humidité volumique des boues sur les lits, a été développé selon 2 approches. Les résultats montrent des performances épuratoires mitigées. Pour des valeurs
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Salomon, Arianna <1997&gt. "L'America di Tiziano Terzani." Master's Degree Thesis, Università Ca' Foscari Venezia, 2021. http://hdl.handle.net/10579/20530.

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Questo lavoro analizza la visione che Tiziano Terzani ha espresso riguardo agli Stati Uniti d'America sia come nazione in sé che come esponente trainante del capitalismo e dell'Occidente nelle proprie opere più significative, inserendo quest'ultime nel contesto biografico e stilistico di riferimento. Tale analisi mira a sostenere la tesi secondo cui gli Stati Uniti rappresentino un confronto constante e imprescindibile lungo tutto il corso della produzione giornalistica e letteraria dell'autore, anche e soprattutto nelle descrizioni della sua amata Asia.
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Michieletto, Anna <1991&gt. "Tiziano Terzani, la conoscenza di sé attraverso l'altro." Master's Degree Thesis, Università Ca' Foscari Venezia, 2017. http://hdl.handle.net/10579/9778.

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Breve viaggio nella vita e nelle esperienze di Tiziano Terzani, in particolare sui suoi viaggi in Oriente. In questi saranno evidenziate le sue impressioni "dell'altro" come tappe della ricerca di sé stesso attraverso la descrizione che Terzani fa soprattutto nei testi "Un altro giro di giostra" e "Un indovino mi disse" in cui si denota questa personale visione di "altro".
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Vivian, Alice <1991&gt. "Il fondo Tiziano Terzani (1938-2004) : inventario archivistico analitico." Master's Degree Thesis, Università Ca' Foscari Venezia, 2020. http://hdl.handle.net/10579/17029.

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In questa tesi si descrive l'intervento archivistico svolto sul fondo Tiziano Terzani, noto giornalista, corrispondente di Der Spiegel e collaboratore di altre testate italiane ed estere, attualmente conservato presso la Fondazione Giorgio Cini ETS di Venezia, che è stato effettuato nel periodo compreso tra luglio 2017 e luglio 2019. Il risultato di questo intervento, che costituisce il corpus della tesi, è l'inventario analitico del fondo, ossia lo strumento principe per l'identificazione, la descrizione, la tutela, la valorizzazione e la fruizione di un fondo archivistico. Tale strumento è s
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Silapavithayadilok, Panita. "Lo sguardo di Tiziano Terzani sull'Indocina: L'interazione tra scrittura e fotografia." Thesis, The University of Sydney, 2022. https://hdl.handle.net/2123/29685.

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La presente tesi effettua un’analisi di quattro libri di viaggio del giornalista e scrittore toscano Tiziano Terzani, focalizzandosi specialmente sul rapporto tra scrittura e fotografia che emerge in questi lavori, con l’intenzione di proporre una maggior comprensione del suo percorso da giornalista a viaggiatore in cerca di spiritualità. Esplorando l’interazione tra le parole e le immagini in Pelle di Leopardo: Diario vietnamita di un corrispondente di guerra 1972-1973 (Milano, Feltrinelli, 1973), Giai Phong! La Liberazione di Saigon (Milano, Feltrinelli, 1976), Un Indovino mi disse (Milano,
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Tiozzo, Netti Francesca <1989&gt. "Il reportage narrativo. Oriana Fallaci e Tiziano Terzani: due prospettive del giornalismo a confronto." Master's Degree Thesis, Università Ca' Foscari Venezia, 2015. http://hdl.handle.net/10579/6186.

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La tesi analizza il genere del reportage narrativo applicato a due famosi giornalisti italiani, in particolare Oriana Fallaci che si occupa di reportage di guerra e Tiziano Terzani per i reportage di viaggio.
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Dal, Gian Cristina <1990&gt. "Il viaggio di un giornalista: sviluppo della scrittura e del pensiero di Tiziano Terzani." Master's Degree Thesis, Università Ca' Foscari Venezia, 2015. http://hdl.handle.net/10579/6722.

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Analisi dello sviluppo stilistico nella produzione di Tiziano Terzani. Il lavoro fa riferimento a dei testi selezionati a partire dai primi lavori fino all'ultima produzione e tiene conto del parallelo sviluppo del pensiero, della filosofia personale dell'autore e dei principali avvenimenti della sua vita.
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Books on the topic "Terzaghi"

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1883-1963, Terzaghi Karl, and American Society of Civil Engineers., eds. Terzaghi lectures, 1974-1982. American Society of Civil Engineers, 1986.

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Rocchi, Silvia. Tiziano Terzani. BeccoGiallo, 2013.

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Maio, Alberto De. Il mio fratellone Tiziano Terzani. Tea, 2011.

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Maio, Alberto De. Il mio fratellone Tiziano Terzani. Tea, 2011.

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Ferrero, Roberto A. La concepción histórica de Alfredo Terzaga. Alción Editora, 1994.

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Terzani, Tiziano, and Folco Terzani. Das Ende ist mein Anfang: Ein Vater, ein Sohn und die grosse Reise des Lebens. Goldmann, 2008.

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Terzani, Tiziano. La fine è il mio inizio. Longanesi, 2014.

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Zavala, Carlos Pérez. Andrés Terzaga: Literato, ensayista y pensador riocuartense. Universidad Nacional de Río Cuarto, Facultad de Ciencias Humanas, Centro de Investigaciones Históricas, 2005.

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Terzani, Tiziano. Tiziano Terzani: Verso la rivoluzione della coscienza. Jaca book, 2014.

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Zavala, Carlos Pérez. Andrés Terzaga, literato, ensayista y pensador riocuartense. Universidad Nacional de Río Cuarto, Facultad de Ciencias Humanas, Centro de Investigaciones Históricas, 2005.

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Book chapters on the topic "Terzaghi"

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Osipov, V. I. "The Terzaghi Theory of Effective Stress." In Physicochemical Theory of Effective Stress in Soils. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-20639-4_2.

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Lamberti, Antonella. "Children's Assistant Librarian, Biblioteca Comunale Tiziano Terzani, Italy." In Literacy and Reading Programmes for Children and Young People: Case Studies from Around the Globe. Apple Academic Press, 2021. http://dx.doi.org/10.1201/9781003189268-23.

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Lamberti, Antonella. "Children's Assistant Librarian, Biblioteca Comunale Tiziano Terzani, Italy." In Literacy and Reading Programmes for Children and Young People: Case Studies from Around the Globe. Apple Academic Press, 2021. http://dx.doi.org/10.1201/9781003189268-23.

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Serpieri, Roberto, and Francesco Travascio. "Stress Partitioning in Two-Phase Media: Experiments and Remarks on Terzaghi’s Principle." In Advanced Structured Materials. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3452-7_4.

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"Terzaghi method." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_200676.

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"Terzaghi theory." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_200677.

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"The Roots of Genius: 1883-1906." In Karl Terzaghi. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784403648.ch01.

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"To Work in Europe: 1906-1912." In Karl Terzaghi. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784403648.ch02.

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"Ambition in America: 1912." In Karl Terzaghi. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784403648.ch03.

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"From Personal Depression to War: 1912-1915." In Karl Terzaghi. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784403648.ch04.

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Conference papers on the topic "Terzaghi"

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Alzabeebee, Saif. "Finite Element Analysis of The Undrained Bearing Capacity Factor Nc of Strip Footing." In 5th International Conference on Architectural and Civil Engineering Sciences (CIC-ICACE'25). Cihan University-Erbil, 2025. https://doi.org/10.24086/icace2025/paper.1724.

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Abstract—This study explores the influence of soil weight and embedment depth on the bearing capacity factor Nc for strip footings using finite element analysis. Two scenarios were analyzed: a soil body with weight and a weightless soil body, with embedment depths ranging from 0 to 5 meters. The results demonstrate that soil weight significantly increases the Nc factor compared to the weightless case, indicating that the Nc factors proposed by Terzaghi (1943) and Meyerhof (1963), based on weightless soil assumptions, are conservative, particularly for deeper foundations. The Nc factor increase
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Meng, Yanqiu, Peiqing Wang, Fuhai Zhang, and Shuaijie Guo. "Application of Modified Terzaghi Theory in Deposited Sediment Consolidation." In Second International Conference on Geotechnical and Earthquake Engineering. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413128.003.

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Pretti, Giuliano, William Coombs, and Charles Augarde. "Consequences of Terzaghi’s effective stress decomposition in the context of finite strain poro-mechanics." In UK Association for Computational Mechanics Conference 2024. Durham University, 2024. http://dx.doi.org/10.62512/conf.ukacm2024.019.

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Poro-mechanics is a branch of mechanics considering the hydro-mechanical behaviour of a porous solid medium whose pores are saturated by a fluid. The presence of both these constituents significantly influences the overall macro-response of the material. Regardless of the application, Terzaghi’s effective stress decomposition is a well-established hypothesis regarding how the total stress tensor is decomposed into a part directly related to strain (effective stress) and a part borne by the fluid phase (interstitial pressure). The assumption of an incompressible solid medium physically justifie
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Dali, M. A. "Assessment of recent methods for determination of soil final settlement using field data." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-10.

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Abstract. The problem of soil consolidation was first studied by Terzaghi who formulated the well-known one-dimensional consolidation theory. However, this widely used method was found to provide poorly accurate estimations, since Terzaghi considered the assumption of constant permeability and consolidation coefficient. The poor accuracy is also due to the low resemblance between laboratory results and field actual measurements. In order to overcome this issue, many researchers proposed new approaches to estimate and predict soil settlement more accurately. Among these approaches, field-based
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Raturi, Saurav, Ayush Nautiyal, and Shashank Bhatra. "1D Consolidation of Soil at Sumari Uttarakhand Considering Variable Compressibility." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1529.

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&lt;p&gt;The linear and elastic consolidation theory developed by Terzaghi is commonly used for evaluation of consolidation characteristics of fine-grained soils. As several simplifying assumptions have been made in the derivation of Terzaghi’s theory, the application of this theory in many practical problems, especially those involving soft clays, may lead to significant errors. In particular, the assumption of constant value for coefficient of consolidation, &amp;#119862;&amp;#119862;&amp;#119907;&amp;#119907;, during consolidation process is one of the major limitations in Terzaghi’s theory
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Borba, Fernanda Oliveira de Souza, and Edivaldo Alves dos Santos. "Comparativo entre métodos semiempíricos e Terzaghi para determinação da tensão admissível dos solos." In Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica. ABMS, 2022. http://dx.doi.org/10.4322/cobramseg.2022.0962.

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Akbas, Sami O., and Fred H. Kulhawy. "Model Uncertainties in "Terzaghi and Peck" Methods for Estimating Settlement of Footings on Sand." In GeoFlorida 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)212.

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Sloan, Joel, George Filz, and James Collin. "A Generalized Formulation of the Adapted Terzaghi Method of Arching in Column-Supported Embankments." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)82.

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Nishi, Katsunoshin, Masaaki Kawai, Kaori Nishi, and Josaphat Tetuko Sri Sumantyo. "PSInSAR And Well Based On Land Surface Pressure and Ground Water Model In The Law of Terzaghi." In 2023 8th Asia-Pacific Conference on Synthetic Aperture Radar (APSAR). IEEE, 2023. http://dx.doi.org/10.1109/apsar58496.2023.10388948.

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10

Benites Layza, Jheny Estheysi, Yerson Yoel Soto Villena, and Henrry Josué Villanueva Bazán. "Admissible Capacity in Shallow Foundations with the Terzaghi, Meyerhof, Hansen and Vesic Equations by Triaxial Compression Test." In 22nd LACCEI International Multi-Conference for Engineering, Education and Technology (LACCEI 2024): “Sustainable Engineering for a Diverse, Equitable, and Inclusive Future at the Service of Education, Research, and Industry for a Society 5.0.”. Latin American and Caribbean Consortium of Engineering Institutions, 2024. http://dx.doi.org/10.18687/laccei2024.1.1.1104.

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