Relevant bibliographies by topics / PLAXIS

Contents

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

Academic literature on the topic 'PLAXIS'

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

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Journal articles on the topic "PLAXIS"

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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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Hayati, Titi, and Fatimah Insani Harahap. "Analisis Proses Konsolidasi pada Perbaikan Tanah dengan Metode Preloading dan Penggunaan PVD pada Pekerjaan Reklamasi Menggunakan Plaxis 2D dan Plaxis 3D." Jurnal Syntax Admiration 6, no. 5 (2025): 1496–510. https://doi.org/10.46799/jsa.v6i5.2303.

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Tanah lunak pada proyek reklamasi memerlukan perbaikan melalui metode preloading dan Prefabricated Vertical Drain (PVD) untuk mempercepat konsolidasi. Namun, prediksi penurunan konsolidasi sering tidak akurat akibat keterbatasan pemodelan. Penelitian ini bertujuan untuk menganalisis akurasi pemodelan Plaxis 2D dan 3D dalam memprediksi penurunan konsolidasi pada reklamasi Belawan, serta memvalidasinya dengan data lapangan. Penelitian ini menggunakan pemodelan numerik Plaxis 2D dan 3D dengan parameter tanah dari data bor (BH-4) dan 19 tahap konstruksi, divalidasi dengan data settlement plate (SP
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Kusumawardani, Rini, Henry Apriyatno, Rizky Julia Rachmawati, and Ririn Anggraini. "ANALISIS DAYA DUKUNG PONDASI TIANG-RAKIT PADA DAERAH RAWAN GEMPA MENGGUNAKAN METODE POULUS DAN PROGRAM NUMERIS PLAXIS." Jurnal Teknik Sipil dan Perencanaan 18, no. 2 (2016): 127–38. http://dx.doi.org/10.15294/jtsp.v18i2.7835.

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Abstract: Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume of soil mass. Based on these issues, the foundation system of building is the primary factor which must be considered. This paper revealed the comparation of foundation behavior due to static by using Poulos Method and PLAXS 2D. Pile-raft designed by Poulos method was chosen as a subject of research. Analysis of liquefaction potential,
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Irsyad Z, Muhammad, Deddy Kurniawan, and Yorizal Putra. "ANALISIS STABILITAS LERENG MENGGUNAKAN METODE BIDANG LONGSOR DATAR DAN PROGRAM NUMERIK PLSXIS PADA JALAN GEOPARK SILOKEK, SIJUNJUNG." Ensiklopedia Research and Community Service Review 2, no. 1 (2022): 82–90. http://dx.doi.org/10.33559/err.v2i1.1362.

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Analisis stabilitas lereng yang terjadi pada jalan geopark silokek tentang angka aman pada lereng geopark silokek yang selalu dilalui oleh pengguna jalan sangat perlu dilakukan. Hasil yang didapat dari penelitian ini akan sangat membantu untuk mengetahui penanganan terhadap longsor dan perbaikan pada longsor. Pada penelitian ini dapat menggunakan dua metode yaitu metode Bidang Longsor Datar dan Program Plaxis v8.6. Penelitian ini bertujuan untuk mengetahui nilai faktor keamanan lereng. Menilai apakah suatu lereng dalam kondisi stabil atau tidak. Menambah pengetahuan tentang cara menganalisis d
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Suradi, Muhammad, Sugiarto Badaruddin, Pratiwi Aziz, Rahma Widyasari, Rifaldy Tri Setya Ramdi, and Muhammad Fadil Akbar. "Analisis Perancangan Pondasi Tiang Pancang Menggunakan Software Plaxis (Studi Kasus : Proyek Pembangunan Gedung AMC RS Anutapura Palu)." Journal of Applied Civil and Environmental Engineering 4, no. 1 (2024): 75–84. http://dx.doi.org/10.31963/jacee.v4i1.4907.

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Perancangan pondasi tiang pancang memerlukan analisis yang rumit karena melibatkan banyak aspek dan parameter yang harus dipertimbangkan serta menggunakan persamaan-persamaan kompleks. Oleh karena itu, penggunaan perangkat lunak diperlukan untuk menyederhanakan analisis ini agar dapat menghasilkan hasil yang cepat dan akurat. Plaxis adalah salah satu program yang dapat digunakan untuk menganalisis desain pondasi tiang pancang. Perhitungan daya dukung dan penurunan pondasi dilakukan secara manual selama penelitian ini dan membandingkan hasilnya dengan pemodelan menggunakan Software Plaxis. Hasi
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Fedorenko, E. V., and N. A. Abdirashitova. "GEOTECHNICAL CALCULATIONS RESEARCH USING THE PLAXIS COMPUTER PROGRAM." Herald of KSUCTA n a N Isanov, no. 2-2-2022 (April 30, 2022): 870–75. http://dx.doi.org/10.35803/1694-5298.2022.2.870-875.

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The article discusses the geotechnical calculations of the study using the PLAXIS computer program, where the program is a study of practical application, and also presents that the PLAXIS computer program is a good tool for studying the main types of calculations of geotechnics, geomechanics, engineering geology.
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Hasrul, M. Reza, Moeh Kay Muddin Asnur, and Furqan Ali Yusuf. "Pelatihan Aplikasi Komputer Teknik Bangunan Bagi Mahasiswa Tingkat Akhir." Vokatek : Jurnal Pengabdian Masyarakat 1, no. 3 (2023): 146–50. http://dx.doi.org/10.61255/vokatekjpm.v1i3.149.

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Perkembangan teknologi informasi yang semakin pesat di era globalisasi saat ini tidak bisa dihindari lagi pengaruhnya terhadap dunia pendidikan. Tuntutan global menuntut dunia pendidikan untuk selalu dan senantiasa menyesuaikan perkembangan teknologi terhadap usaha dalam peningkatan mutu pendidikan, terutama penyesuaian penggunaan teknologi informasi dan komunikasi bagi dunia Pendidikan dalam penelitian ini penggunaan Software Plaxis dalam bidang ilmu Geoteknik untuk mengatasi Untuk mengatasi permasalahan geoteknik, salah satunya dapat dilakukan dengan bantuan metode perhitungan elektronik ata
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Laili, Larissa Adwitya, Galuh Chrismaningwang, Niken Silmi Surjandari, and Pria Ardhana. "Analisis Penurunan Dan Tekanan Air Pori Berlebih Pasca PVD Berdasarkan Data Settlement Plate Dan Piezometer." Jurnal Media Teknik Sipil 22, no. 2 (2024): 75–89. http://dx.doi.org/10.22219/jmts.v22i2.35653.

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Prefabricated Vertical Drain (PVD) yaitu sistem drainase buatan yang dipasang ke dalam lapisan tanah lunak dan sebuah elemen yang digunakan untuk mempercepat proses konsolidasi tanah lunak. Penelitian ini bertujuan untuk mengetahui besar perbedaan penurunan antara perhitungan empiris, pemodelan dengan Plaxis dan data aktual berdasarkan instrumen settlement plate, serta mengetahui besar perbedaan nilai tekanan air pori berlebih antara pemodelan dengan Plaxis dan data aktual berdasarkan olah data CPTu dan data piezometer. Analisis empiris konsolidasi pada tanah menggunakan metode konsolidasi sat
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Bokko, Jacob. "ANALISIS KELONGSORAN JALAN POROS SANGALLA-BATUALU DENGAN PROGRAM PLAXIS." Journal Dynamic Saint 4, no. 1 (2019): 764–72. http://dx.doi.org/10.47178/dynamicsaint.v4i1.690.

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Longsor merupakan pergerakan tanah dari atas ke bawah pada ketinggian tertentu Telah terjadi kelongsoran di jalan poros sanggalla-batualu. Ada beberapa pilihan terkait penyebab kelongsoran tersebut yaitu akibat adanya beban diatasnya serta rembesan yang melalui tanah. 
 Maka dari Itu diperlukan analisis kelongsoran di lokasi tersebut. Adapun metode yang digunakan yaitu Metode Elemen Hingga perhitungan dengan menggunakan Software Plaxis( 2d).
 Dari hasil penelitian dan analisis kelongsoran di dapat deformasi setiap section dan faktor keamanan. yang menggambarkan bahwa kondisi lereng t
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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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Dissertations / Theses on the topic "PLAXIS"

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Carlstedt, Emelie. "Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS." Thesis, KTH, Bro- och stålbyggnad, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798.

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Bro 2004, BV Bro and the Eurocodes give guidelines for how to consider earth pressure induced by change in temperature and braking forces when designing backwalls. In this thesis those demands are investigated using PLAXIS for evaluation of the earth pressure. The results show that the model in PLAXIS corresponds quite well with the conventions in Bro 2004 and that modelling in PLAXIS gives reliable results. The demand in Bro 2004 that backwalls always shall be designed for passive earth pressure has been found to be pessimistic. In case of long bridges and short backwalls passive earth pressu
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Nilsson, Magnus. "Numerisk simulering av jordtryck mot rörbro ‐ Med tillämpning av programmet PLAXIS." Thesis, KTH, Jord- och bergmekanik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-51338.

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This thesis deals with numerical simulation of earth pressure against tubular bridges in the software Plaxis. Plaxis is a FEM (Finite Element Method) software based on numerical calculations for which approximate solutions are developed through an iterative process. The program is specifically designed for soil and rock mechanical tests, such as voltage and deformation calculations in soil.The Royal Institute of Technology conducted in 2005, field tests on tubular bridges of corrugated steel, which was part of Ersa Bayoglu Fleners PhD (Bayoglu Flener, 2009). She studied how two different tubul
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Aagah, Orod, and Siavash Aryannejad. "Dynamic analysis of soil-steel composite railway bridges : FE-modeling in Plaxis." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-155515.

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A soil-steel composite bridge is a structure comprised of corrugated steel plates, which are joined with bolted connections, enclosed in friction soil material on both sides and on the top. The surrounding friction soil material, or backfill, is applied in sequential steps, each step involving compaction of the soil, which is a necessity for the construction to accumulate the required bearing capacity. Soil-steel composite bridges are an attractive option as compared with other more customary bridge types, owing to the lower construction time and building cost involved. This is particularly tr
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Khanal, Santosh. "Backcalculation of Plate Loading Tests using PLAXIS 2D and the Hardening Soil Model." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23328.

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Shallow foundations are extensively used to support structures of all sizes in order to safely transmit the structural load to the ground without exceeding the bearing capacity of the ground and causing excessive settlement. They are typically embedded up to a few meters into the soil profile. While designing foundations, two requirements need to be satisfied: complete failure of the foundation must be avoided with adequate margin of safety (bearing capacity) and relative settlement should be within limits that can be tolerated by superstructure. Foundation is that part of the structure which
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Johansson, Josefin, and Matilda Wennberg. "Modellering av grävpålar i Plaxis 2D : En parameterstudie applicerad på nya Vårbybron, Stockholm." Thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-299066.

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I samband med Förbifart Stockholm och Tvärförbindelse Södertörn förväntas en flaskhals skapas vid Vårbybron i södra Stockholm. För att förhindra överbelastning planeras en nybyggnation där pålgrundläggning med grävpålar föreslås. Markförhållanden är ovanliga i Stockholm, med över 100 meter ned till berg. Komplexa omständigheter i området gör det nödvändigt att analysera markrörelser som verkar på grundläggningen. Syftet med studien är att undersöka horisontella- och vertikala sättningar vid ett brolandfäste. Syftet är vidare att analysera vilken typ av numerisk konstitutiv modell som är lämpli
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Eleholm, Simon, and Michael Russell. "Stabilitetsutredning av lerområde : Fallstudie av Mondi Dynäs fabriksområde i Väja, Kramfors." Thesis, Luleå tekniska universitet, Geoteknologi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-60322.

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Spets, Anna, and Sofia Atthammar. "Sättningar och portryck i sulfidjord : En jämförelse mellan uppmätta värden och simuleringar i Plaxis 2D." Thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66181.

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Sleiman, Maya. "2D Modelling of GeosyntheticallyReinforced Piled Embankments : Calibration Methods in PLAXIS 2D & Review of AnalyticalGuidelines." Thesis, KTH, Jord- och bergmekanik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-291424.

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This thesis focuses on the 2D modelling of Geosyntheticaly Reinforced Piled Embankments (GRPE) in PLAXIS 2D. In doing so, it explores two main aspects: 1) the calibration of Interface Stiffness Factors (ISFs) governing the soil-pile interaction of Embedded BeamRow (EBR) elements in PLAXIS 2D, and 2) the prospects and limitations of modelling geogrids (GR) in PLAXIS 2D when underlain by EBR elements; although several studies have validates the EBR element in modelling piles, none address the geogrid-EBR interaction and its implications on modelling GRPE systems. The thesis performs the calibrat
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Pradhan, Dhruba Lal. "Development of P-Y Curves for Monopiles in Clay using Finite Element Model Plaxis 3D Foundation." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for bygg, anlegg og transport, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-18693.

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The monopiles with typical diameters of 4-6m are mostly used as foundations for the offshore wind turbine structures to resist the vertical and horizontal loads. The response of the laterally loaded pile depends upon the soil and pile behavior and also on the interaction between them. Various methods for the development of p-y curves exist and the accuracy of such methods depends upon the data from which it was developed. The accuracy of the analysis of the pile depends on the accuracy at which the p-y curve represents the soil response to the lateral pile deflection because most of the common
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Lindberg, Niclas. "Three-dimensional effects in slope stability for shallow excavations : Analyses with the finite element program PLAXIS." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79961.

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The purpose with this study was to investigate the impact of three-dimensional effects in slope stability for three-dimensional excavations and slopes with cohesive soils and compare the results with the method provided by the Swedish commission of slope stability in 1995 regarding three-dimensional effects. Both the factor of safety and the shape of the slip surface was compared between the methods but also the results from their equivalent two-dimensional geometry. The investigation was performed with models created in the finite element software PLAXIS 3D and the limit equilibrium software
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Books on the topic "PLAXIS"

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A, Vermeer P., and Brinkgreve R. B. J, eds. PLAXIS: Finite element code for soil and rock analyses : version 6. Balkema, 1995.

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International, Symposium Beyond 2000 in Computational Geotechnics (1999 Amsterdam The Netherlands). Beyond 2000 in computational geotechnics: 10 years of PLAXIS International ; proceedings of the International Symposium beyond 2000 in Computational Geotechnics, Amsterdam, The Netherlands, 18-20 March 1999. A.A. Balkema, 1999.

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J, Brinkgreve Ronald B., ed. Beyond 2000 in computational geotechnics: 10 years of PLAXIS International ; proceedings of the international symposium beyond 2000 in computational geotechnics : Amsterdam, The Netherlands, 18-20 March 1999. Balkema, 1999.

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Wyman, Meinzer, ed. Great lonely places of the Texas Plains. Texas Tech University Press, 2003.

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Jutras, Jeanne d'Arc. Plaxie Pilon: Roman. VLB Editeur, 1988.

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Rosetti, Claudio. Il progetto della piazza: L'architettura degli spazi aperti della città. Gangemi, 1985.

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Western Australia. Department of Conservation and Land Management, ed. Wild places, quiet places. Dept. of Conservation and Land Management, 1999.

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1937-, Webb Michael, ed. Redesigning city squares and plazas. Arco for Hearst Books International, 1997.

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Davies, Idris. Places. National Language Unit of Wales, 1991.

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Berne, Emma Carlson. Plains. The Rosen Pub. Group/PowerKids Press, 2008.

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Book chapters on the topic "PLAXIS"

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Roy, Shruti, and A. K. Sinha. "Parametric Study of Stone Column Using PLAXIS 2D." In Dynamics of Soil and Modelling of Geotechnical Problems. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5605-7_15.

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Ghosh, Barnali, and S. K. Prasad. "Seismic Response Analysis of Earth Dam Using PLAXIS." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6564-3_39.

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Patel, R. Yathish, and S. K. Prasad. "Assessment of Bearing Capacity of Soil from PLAXIS." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1368-7_21.

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Pratap, Udaya, Md Azhar, and Awdhesh Kumar Choudhary. "Numerical Analysis of Geocell-Reinforced Embankment Using PLAXIS 3D." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1993-9_30.

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Sreedevi, P. S., Surya Muthukumar, and Dhanya Sathyan. "Numerical Analysis of Soil Nailed Vertical Wall Using PLAXIS." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6140-2_31.

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Sivaprakash, G., M. Jayaraman, S. Bhuvaneshwari, and A. Padmarekha. "Analysis of Geogrid Reinforced Flexible Pavement Using Plaxis 2D." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-1373-1_35.

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Saini, Rajbeer, and Biswajit Acharya. "Analyzing stone column behavior with FEM in PLAXIS 2D." In Recent Advances in Sciences, Engineering, Information Technology & Management. CRC Press, 2024. https://doi.org/10.1201/9781003598152-65.

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Shibaev, Ivan A., Ivan E. Sas, Dmitry M. Bagriantcev, and Oleg L. Dudchenko. "Multivariate Assessment of Soil—Building Foundation Interaction Using PLAXIS Software." In Recent Advances in Geo-Environmental Engineering, Geomechanics and Geotechnics, and Geohazards. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01665-4_79.

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Verma, Anupam, and Sunil K. Ahirwar. "Finite Element Analysis of Piled Raft Foundation Using Plaxis 3D." In Recent Trends in Construction Technology and Management. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_73.

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Baburajan, Bhagya, Surya Muthukumar, and Dhanya Sathyan. "Dynamic Analysis of Soil Reinforced with Polypropylene Geotextile Using PLAXIS." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6140-2_30.

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Conference papers on the topic "PLAXIS"

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SIMONE, ARTHUR PENDRAGON DE, Fernando H. M. Portelinha, and Marcos Massao Futai. "Modelagem Numérica de Uma Estrutura de Solo Fino Reforçado com Geotêxteis - Caso de Obra Bairro Novo - Campinas (SP)." In VIII Congresso Brasileiro de Geotecnia Ambiental (REGEO' 2015). Even3, 2015. https://doi.org/10.29327/1471463.2015-1.

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Os muros em solo reforçado construídos no Brasil nos quais foram utilizados solos finos de baixa capacidade de drenagem têm apresentado excelentes comportamentos a longo prazo, principalmente quando utilizaram-se solos lateríticos. O sucesso dessas estruturas é normalmente atribuído a manutenção da condição não saturada do solo e, consequentemente, elevadas rigidez do solo e resistência de interface solo-reforço. O caso de obra Bairro Novo (Campinas - SP) consistiu numa estrutura de um solo laterítico reforçado com geotêxteis. Os resultados de instrumentação de campo mostraram baixíssimos desl
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Gong, XianBing, and Jian Zhao. "Numerical Simulating of Layered Buried Embankment Based on PLAXIS." In 2009 Second International Conference on Intelligent Computation Technology and Automation. IEEE, 2009. http://dx.doi.org/10.1109/icicta.2009.268.

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Vilhar, Gregor, Anita Laera, Federico Foria, Abhishek Gupta, and Ronald B. J. Brinkgreve. "Implementation, Validation, and Application of PM4Sand Model in PLAXIS." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481479.021.

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Shajitha, A. U., and K. Niranjana. "Slope Stability Analysis and Slope Stability Improvement by Plaxis." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-517.

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Gjerapic, Gordan, and T. Thompson. "Evaluation of Salt Cavern Closure Via FEM Code PLAXIS." In First Southern Hemisphere International Rock Mechanics Symposium. Australian Centre for Geomechanics, Perth, 2008. http://dx.doi.org/10.36487/acg_repo/808_65.

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Mortezaee, Mahbubeh, and Ali Akhtarpour. "Validation of the Structural Analysis by PLAXIS 2D Geotechnical Software." In Fourth Geo-China International Conference. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480021.004.

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Ragni, R., N. Sivasithamparam, H. P. Jostad, et al. "Efficient Modelling of Cyclic Degradation in Monopile Design." In Innovative Geotechnologies for Energy Transition. Society for Underwater Technology, 2023. http://dx.doi.org/10.3723/nyjt4115.

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Monopiles represent the most common foundation solution for offshore wind turbines. Due to the metocean conditions, monopiles are subjected to cyclic loading. When monopiles are installed in finegrained material, the cyclic action of wind and waves may lead to a degradation of the undrained strength and stiffness of the soil. A fully automated, iterative approach to account for layer-specific cyclic degradation when modelling monopiles in finite element (FE) code Plaxis 3D is presented. The procedure makes use of the Python-Plaxis interface to (i) create the FE model, (ii) process the outputs,
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STEMATIU, Alexandru-Corneliu. "STUDY OF A REINFORCED ROCKFILL DAM ON DEFORMABLE FOUNDATION USING PLAXIS." In 13th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING. Stef92 Technology, 2013. http://dx.doi.org/10.5593/sgem2013/ba1.v2/s02.054.

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Mohan, Lakshmi, and A. V. Praseeja. "Parametric Study of an Geogrid Reinforced Soil Wall Using Plaxis 2D." In International Conference on Emerging Trends in Engineering & Technology (ICETET-2015). Research Publishing Services, 2015. http://dx.doi.org/10.3850/978-981-09-5346-1_ce-507.

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Shokarev, V., I. Syvko, E. Shokarev, O. Shokarev, D. Volkov, and I. Kaliukh. "A comparison of PLAXIS and LANDSLIP software packages for landslide hazard assessment." In International Conference of Young Professionals «GeoTerrace-2020». European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.20205742.

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Reports on the topic "PLAXIS"

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Larson, Gary E. Aquatic and wetland vascular plants of the northern Great Plains. U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station, 1993. http://dx.doi.org/10.2737/rm-gtr-238.

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Kunpanitchakit, Danuja, Duangsamorn Orapin, and Supol Durongwatana. Consistency of firm's performance evaluation and compensation plans with competitive strategy. Chulalongkorn University, 2004. https://doi.org/10.58837/chula.res.2004.25.

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According to “Contingency Theory” and several researches, there is no absolutely conclusive result to show that there is a best control system for all firms that fits all types of competitive strategy. Also, based on “Expentancy Theory” , in order to motivate employee, the compensation plans have to cover all performance measures that fully reflect employee’s effort. Hence, this case-based research is set up for the purpose of studying the consistency of firm’ s performance evaluation and compensation plans with competitive strategy. All 285 of MBA students at the Faculty of Commerce and Accou
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Delmer, Deborah P., and Prem S. Chourey. The Importance of the Enzyme Sucrose Synthase for Cell Wall Synthesis in Plants. United States Department of Agriculture, 1994. http://dx.doi.org/10.32747/1994.7568771.bard.

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The goal of this work was to understand the role of the enzyme sucrose synthase (SuSy) in synthesis of cellulose and callose in plants. The work resulting from the this grant leads to a number of conclusions. SuSy clearly plays diverse roles in carbon metabolism. It can associate with the plasma membrane of cells undergoing rapid cellulose deposition, such as cotton fibers, developing maize endosperm, gravistimulated pulvini, and transfer cells of the cotton seed. It is also concentrated at sites of high callose deposition (tapetal cells; cell plates). When SuSy levels are lowered by mutation
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Marinkovic, Catalina, and Adrien Vogt-Schilb. Is Energy Planning Consistent with Climate Goals? Assessing Future Emissions from Power Plants in Latin America and the Caribbean. Inter-American Development Bank, 2023. http://dx.doi.org/10.18235/0005183.

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At least ten Latin American and Caribbean countries have pledged to achieve carbon neutrality. Has electricity planning in the region evolved towards reaching these goals? We compare power generation capacity in 2023 to announced plans in 2019. We then estimate committed emissions from existing and planned power plants that is emissions that would result from the normal operations of these plants during their typical lifetime and compare them to emissions from power generation in published IPCC scenarios. We find that fossil fuel planned capacity has decreased by 47% since 2019, mainly due to
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Shinohara, Masanao. Working Paper PUEAA No. 6. Recent seafloor seismic and tsunami observation systems for scientific research and disaster mitigation. Universidad Nacional Autónoma de México, Programa Universitario de Estudios sobre Asia y África, 2022. http://dx.doi.org/10.22201/pueaa.004r.2022.

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Due to its position between various tectonic plates, Japan is at constant risk of natural disasters such as volcanic eruptions, earthquakes, and tsunamis. The latter have a great and destructive impact since a large part of the Japanese population lives on coastal plains. The importance of having early warning systems has led Japanese scientists to give particular importance to the study of the seabed and its tectonic characteristics, in order to better understand its geological composition, and to be able to create better and faster early warning systems with new technologies for transmission
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Grasby, S. E., R. N. Betcher, H. Maathuis, and P. R. J. Wozniak. Plains region. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2014. http://dx.doi.org/10.4095/296945.

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Moxley, Leanna. High Places. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1544.

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Boyle, Maxwell (Forbes), Mallorie Davis, Maxwell (Forbes) Boyle, and Mallorie Davis. Terrestrial vegetation monitoring at Moores Creek National Battlefield: 2022 data summary. National Park Service, 2024. http://dx.doi.org/10.36967/2306499.

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Parks within the Southeast Coast Network (SECN) host a diverse assemblage of plants and terrestrial vegetation communities. Vegetation communities are dynamic entities whose species composition, abundance, distribution, and structure are influenced by environmental factors and impacted over time by natural and anthropogenic disturbances. Determining trends in vegetation communities over time and identifying plant stressors is vital to understanding the ecological health of terrestrial ecosystems within SECN parks. Moores Creek National Battlefield lies within the Middle Atlantic Coastal Plain
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Straume, Odd Rune, and Paulo Bastos. Globalization, Product Differentiation and Wage Inequality. Inter-American Development Bank, 2010. http://dx.doi.org/10.18235/0010990.

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This paper develops a two-country, general equilibrium model of oligopoly in which the degree of horizontal product differentiation is endogenously determined by rms strategic investments in product innovation. Consumers seek variety and product innovation is more skill intensive than production. Stronger import competition increases innovation incentives, and thereby the relative demand for skill. An intraindustry trade expansion following trade liberalization can therefore increase wage inequality between skilled and unskilled workers. In addition, since product differentiation is resource c
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Stephens, Hubert L. It was Sheridan's Fault Not Custer's: LTG Sheridan's Campaign Plans Against the Plains Indians and the Ties to Current Planning. Defense Technical Information Center, 2012. http://dx.doi.org/10.21236/ada568941.

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