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Relevant bibliographies by topics / Static load test

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Academic literature on the topic 'Static load test'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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Journal articles on the topic "Static load test"

1

Tulebekova, A., A. Zhussupbekov, Ye Ashkey, and A. Zhankina. "Features of static pile load test." BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 134, no. 1 (2021): 30–38. http://dx.doi.org/10.32523/2616-7263-2021-134-1-30-38.

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Pile foundations are commonly used in engineering practice to transfer the loads from heavy structures such as high-rise buildings to competent soil strata. In this manner, such complications as unfavorable geological conditions, compressible soil layers, and high levels of groundwater are avoided. Different types of piles are used in construction work. The specific type of pile used depends on the type of loading, the foundation soil, and the location of the groundwater table. The technical progress of large, bored piles and the continuous improvements of construction procedures and piling eq

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Bradshaw, A. S. "Pile load transfer from static load test inversion." DFI Journal - The Journal of the Deep Foundations Institute 10, no. 1 (2016): 34–40. http://dx.doi.org/10.1080/19375247.2016.1148373.

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Jin, Jing, Xiaoyong Liang, Guangqing Yang, and Yitao Zhou. "Test Studies on Geogrid–Soil Interface Behavior under Static and Dynamic Loads." Sustainability 14, no. 7 (2022): 4299. http://dx.doi.org/10.3390/su14074299.

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Pullout tests on geogrids have been regarded as the most direct way to investigate geogrid–soil interaction. In the pullout tests on geogrids, either static or dynamic load is commonly used for applying the vertical loads. In order to investigate the influence of static and dynamic load on pullout test results, pullout tests are carried out to analyze the mechanical response of geogrids and soils under static and dynamic load from the large-scale pullout tester. The results show that frequency and amplitude have significant effects on the pullout test results under the dynamic load. The interf

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Yu, Tian Lai, Xiao Long Sun, and Su Feng Zhang. "Analysis of Integral Abutment Bridge Static Load Test." Applied Mechanics and Materials 361-363 (August 2013): 1406–13. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1406.

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In order to understand the form of deformation and stress characteristics of the integral abutment bridge structures under the loads, this paper bases on Fuyu industrial park crossing bridge, through test vehicle load simulating design load, does a static load test for the bridge, and with the aid of theoretical method to simulate the interaction of pile and soil, builds finite element model, compares between measured and theoretical values of deflection and stress, gets that, the bridge bearing capacity and stiffness is bigger, with sufficient safety reserves.

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Soleh, Chairul, and Josia Irwan Rastandi. "ALTERNATIF UJI BEBAN PADA STRUKTUR (STUDI KASUS : JEMBATAN BAJA)." Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 5, no. 1 (2021): 27. http://dx.doi.org/10.24912/jmstkik.v5i1.7215.

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The most common structural load test that has been widely used is the static load test. An alternative to the structural load test is dynamic load test. Dynamic testing is a test carried out to determine level of structural stiffness or structural elements stiffness in the form of natural frequencies, while the static load test is intended to obtain responses of static loading from the structure in the form of deflection. The discussion will emphasize the correlation between static load test and dynamic load test. To correlate the static load test with the vibration test, a reference or value

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Dzagov, A. M. "Refinement of Test Static-Load Test Procedure for Piles." Soil Mechanics and Foundation Engineering 41, no. 4 (2004): 146–49. http://dx.doi.org/10.1023/b:smaf.0000046047.95113.03.

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Shen, Zhiqiang, Qi Xin, Tingfei Yan, Chuang Liu, Dongdong Lu, and Jun Zhang. "Discussion on the static-thermal test technology of aircraft." Journal of Physics: Conference Series 2591, no. 1 (2023): 012020. http://dx.doi.org/10.1088/1742-6596/2591/1/012020.

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Abstract During the high-speed flight of the aircraft, the cabin body will bear aerodynamic loads, engine thrust loads, structural and equipment component mass inertial loads. At the same time, aerodynamic thermal loads will be generated due to high speed flight. With the development of hypersonic aircraft technology, the demand for multi-field coupling test is more and more common. Therefore, it is necessary to carry out the technical verification of the mechanics and thermal composite test on the ground to obtain the structural characteristics. In this paper, a certain type of aircraft cabin

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Su, Jian Feng, and Yu Feng Xu. "Static Load Test of Frame-Structure Slab." Advanced Materials Research 790 (September 2013): 227–30. http://dx.doi.org/10.4028/www.scientific.net/amr.790.227.

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Floor slab static load test is a important method to judge the performance and carrying capacity of the slab. This paper, with the background of a factory frame-structure slab, introduced the testing scheme, the details of the testing process as well as the test results. The testing cases provide a useful reference for the same type of project.

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Zhang, Li Lan, and Yao Dong Wu. "Batter Pile Static Load Test and Analysis." Applied Mechanics and Materials 256-259 (December 2012): 1139–43. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1139.

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This paper through the test results and theoretical calculation of the batter pile static load, analysis of the actual stress state of cables, and according to the test results to determine the level of the foundation soil resistance coefficient ratio and allow level a transplant.

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Jeon, Sang Youn, Kyu Tae Kim, and Young Shin Lee. "A Study on the Static Buckling Load Estimation of the Spacer Grid in the Pressurized Water Reactor Fuel Assembly." Key Engineering Materials 353-358 (September 2007): 2581–84. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.2581.

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This study contains several estimation methods of the static buckling load for the spacer grid of nuclear fuel assembly in pressurized water reactor. Three different estimation methods were proposed for the calculation of the static buckling loads of spacer grid. The linear and non-linear static buckling analyses were performed to estimate the static buckling load of the spacer grids using ANSYS program. The analyses results were compared with the static buckling test results. Based on the analysis and test results, the applicability of the proposed estimation method for the static buckling lo

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Dissertations / Theses on the topic "Static load test"

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Christensen, Dustin Shaun. "Full Scale Static Lateral Load Test of a 9 Pile Group in Sand." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1267.pdf.

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Vianna, Ana Paula Fontana. "Análise de provas de carga estática em estacas pré-moldadas cravadas na cidade de Curitiba e região metropolitana." Universidade de São Paulo, 2000. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-18102006-101542/.

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Nesta dissertação são analisadas 34 provas de carga estática realizadas em estacas pré-moldadas de concreto, cravadas em diferentes locais da cidade de Curitiba e região metropolitana, sendo a maioria delas na Formação Guabirotuba. Três métodos de previsão da capacidade foram analisados: Aoki Velloso (1975), Décourt Quaresma (1978) e Amaral (1982, 1999). Para cada método foram propostos fatores de correção global e/ou parcial que tornam o valor da capacidade de carga mais próximo do valor da carga última obtida pelo critério de Van der Veen (1953). Com base em quatro provas de carga conduz

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Alves, Débora Fonseca. "Previsões do comportamento carga-recalque de estaca escavada com polímero." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/156349.

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O evento de previsões do comportamento carga-recalque de uma estaca executada em solo predominantemente arenoso foi apresentado no 8° Seminário de Engenharia de Fundações Especiais e Geotecnia (SEFE8). As previsões utilizaram sondagens CPT, DMT e SPT realizadas no campo experimental de Araquari, em Santa Catarina. A estaca utilizada para o evento foi do tipo escavada com polímero, diâmetro de 100cm e comprimento de 24m. Foram recebidos pelo comitê organizador 73 previsões provenientes de 20 países, com estimativas do comportamento carga-recalque da estaca, da capacidade de carga total, lateral

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Melo, Barbara Nardi. "Analise de provas de carga a compressão a luz do conceito de rigidez." [s.n.], 2009. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258764.

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Orientador: Paulo Jose Rocha de Albuquerque<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-13T04:04:46Z (GMT). No. of bitstreams: 1 Melo_BarbaraNardi_M.pdf: 6782464 bytes, checksum: 2db509605b90c7d9ce2ae5bbdafbb1c1 (MD5) Previous issue date: 2009<br>Resumo: A dificuldade de se atingir a ruptura dos elementos de fundação nos ensaios estáticos fez com que, ao longo de várias décadas, diversos métodos de extrapolação da curva carga vs recalque fossem sugeridos por inúmeros pesquisadores

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Kevan, Luke Ian. "Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/6966.

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Deep foundations such as driven piles are often used to bypass liquefiable layers of soil and bear on more competent strata. When liquefaction occurs, the skin friction around the deep foundation goes to zero in the liquefiable layer. As the pore pressures dissipate, the soil settles. As the soil settles, negative skin friction develops owing to the downward movement of the soil surrounding the pile. To investigate the magnitude of the skin friction along the shaft three driven piles, an H-pile, a closed end pipe pile, and a concrete square pile, were instrumented and used to measure soil indu

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Noreña, Pablo Cesar Trejo. "Estimativa da eficiência do ensaio SPT através da execução da prova de carga estática sobre o amostrador." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-08112012-113424/.

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O ensaio de simples reconhecimento com o SPT é um dos mais utilizados para investigação do subsolo nos EUA e no Brasil. Os dados obtidos com este ensaio dinâmico, tais como o índice de resistência à penetração NSPT, classificação do solo e nível freático são usados por diferentes métodos para estimativa de capacidade de carga de fundações rasas e profundas. Para um mesmo solo, o índice NSPT pode ser diferente se diferentes equipamentos forem usados devido ao fato de que diferentes equipamentos de SPT mostram diferentes níveis de eficiência. Em vista disso, uma alternativa para estimar a eficiê

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Musarra, Marcello Duarte. "Análise de comportamento de estaca barrete embutida em rocha." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29042015-162009/.

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Para proporcionar menores prazos e custos, o projeto de ampliação da sede da Petrobras, na cidade de Salvador, estado da Bahia, contemplou estacas barretes de grandes dimensões para grandes capacidades de carga. Porém, para atingir as cargas escolhidas, foi necessário embutir as estacas no topo rochoso. Portanto, foram projetadas estacas barretes embutidas em rocha, escavadas com hidrofresa. Esta pesquisa apresenta o estudo de duas provas de carga estáticas executadas em uma mesma estaca barrete teste embutida em rocha, a fim de proporcionar um melhor entendimento de seu comportamento, assim c

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Murakami, Daniel Kina. "Novo procedimento para a realização de análise capwap no ensaio de carregamento dinâmico em estacas pré-moldadas." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-17062016-144914/.

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Desde a década de 1980 diversos autores apresentaram correlações entre provas de carga estática e ensaios de carregamento dinâmico em estacas. Para uma boa correlação é fundamental que os testes sejam bem executados e que atinjam a ruptura segundo algum critério, como o de Davisson, por exemplo, além de levar em conta o intervalo de tempo entre a execução da prova de carga estática e do ensaio dinâmico, face ao efeito \"set up\". Após a realização do ensaio dinâmico realiza-se a análise CAPWAP que permite a determinação da distribuição do atrito lateral em profundidade, a carga de ponta e outr

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Neves, Luis Fernando de Seixas. "Metodologia para a determinação da eficiência do ensaio SPT através de prova de carga estática sobre o amostrador padrão." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-02032016-142441/.

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O ensaio de simples reconhecimento de solos (SPT) é a ferramenta de investigação de solos mais utilizada no mundo. Devido ao grande número de parâmetros que influenciam os seus resultados, a medida de sua eficiência passa a ser indispensável à transposição de experiências entre as práticas desenvolvidas em diferentes locais. Infelizmente, a medida da eficiência através da instrumentação do impacto do martelo é economicamente inviável para a maioria das empresas de sondagem no Brasil. Este trabalho apresenta uma metodologia para a determinação da eficiência do SPT baseada no princípio de Hamilt

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Langone, Marcelo Júlio. "Método UFRGS de previsão de capacidade de carga em estacas : análise de provas de carga estáticas instrumentadas." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/79814.

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Recentemente foi desenvolvido na Universidade Federal do Rio Grande do Sul um método racional para previsão de capacidade de carga em fundações profundas. Denominado de método UFRGS, este procedimento considera conceitos de energias envolvidos durante o ensaio SPT. No presente trabalho, realizou-se estudo da precisão das estimativas fornecidas pela aplicação do método com intuito de compreender, averiguar, ajustar e validar seu uso na prática de engenharia. Para tal, foi gerado um banco de dados de provas de carga estáticas instrumentadas com base na bibliografia nacional e internacional, send

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Books on the topic "Static load test"

1

F, Harrington, and United States. National Aeronautics and Space Administration., eds. Static test induced loads verification beyond elastic limit. National Aeronautics and Space Administration, 1996.

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Verderaime, V. Test load verification through strain data analysis. National Aeronautics and Space Administration, 1995.

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J, Douglas Michael, Estes Eric E, and Langley Research Center, eds. Scaling effects in carbon/epoxy laminates under transverse quasi-staic loading. National Aeronautics and Space Administration, Langley Research Center, 1999.

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J, Douglas Michael, Estes Eric E, and Langley Research Center, eds. Scaling effects in carbon/epoxy laminates under transverse quasi-staic loading. National Aeronautics and Space Administration, Langley Research Center, 1999.

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H, Acquaviva Thomas, and Lewis Research Center, eds. Static stability of the space station solar array FASTMast structure. NASA Lewis Research Center, 1995.

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Collins, J. Scott. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. Langley Research Center, 1990.

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R, Johnson Eric, Virginia Polytechnic Institute and State University. Engineering Science and Mechanics Dept., and Langley Research Center, eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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R, Johnson Eric, NASA-Virginia Tech Composites Program, Virginia Polytechnic Institute and State University. Center for Composite Materials and Structures., and Langley Research Center. Landing and Impact Dynamics Branch., eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. College of Engineering, Virginia Polytechnic Institute and State University, 1989.

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R, Johnson Eric, Virginia Polytechnic Institute and State University. Engineering Science and Mechanics Dept., and Langley Research Center, eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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R, Johnson Eric, NASA-Virginia Tech Composites Program, Virginia Polytechnic Institute and State University. Center for Composite Materials and Structures., and Langley Research Center. Landing and Impact Dynamics Branch., eds. Static and free-vibrational response of semi-circular graphite-epoxy frames with thin-walled open sections. College of Engineering, Virginia Polytechnic Institute and State University, 1989.

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Book chapters on the topic "Static load test"

1

Chen, Mengdie, Ning An, and Songhui Li. "Load Limit Analysis Method for Highway Bridge Structures After Static Load Test Verification." In Sustainable Civil Infrastructures. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-76102-7_5.

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Patidar, Vijay Kumar, Suneet Kaur, and Nitin Dindorkar. "Bi-directional Static Pile Load Test by S-Cell Method." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3662-5_2.

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Reiffsteck, P., F. Szymkiewicz, C. Minatchy, T. Sanagawa, and D. Yokoyama. "Evolution of shallow foundation load test from static to cyclic loading." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-127.

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Zhou, Hongyu, Juxin Guo, Qi Tang, and Haoda Wang. "Research on Cumulative Damage of Quasi-Static Reinforced Concrete Short Columns with Low Cycle Fatigue." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_41.

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AbstractColumns are the main load-bearing elements in many structures, but with the advancement of service time, damage to reinforced concrete columns before reaching their design service life occurs from time to time. In this experiment, the cumulative damage of reinforced concrete short columns is investigated by using the research method of proposed static structural test. Through the low-week fatigue proposed static test of reinforced concrete short columns, the changes in the process are analyzed, and the changes in physical quantities such as cracks, strains, and deflections are recorded

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Lin, S., S. Kamei, I. Yamamoto, K. Watanabe, T. Matsumoto, and N. Shkodrani. "A new interpretation method of rapid pile load testing: verification through comparison with static load test." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-324.

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Birid, Kedar C. "Evaluation of Ultimate Pile Compression Capacity from Static Pile Load Test Results." In Advances in Analysis and Design of Deep Foundations. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61642-1_1.

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Camacho, M. A., C. B. Camacho, and V. H. Miranda. "Numerical modeling of static load test in drilled shaft using CPTu results." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-127.

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Zhussupbekov, A. Zh, G. T. Tleulenova, Zh A. Shakhmov, A. A. Jumabayev, and R. K. Bazilov. "Application of in-situ static load test of pile in Nur-Sultan." In Smart Geotechnics for Smart Societies. CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-388.

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Das, Apurba, and Gopal Agarwal. "Experimental study of static and dynamic load test of railway wagon bogie." In Challenges and Opportunities in Industrial and Mechanical Engineering: A Progressive Research Outlook. CRC Press, 2024. http://dx.doi.org/10.1201/9781032713229-59.

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Camacho, M. A., C. B. Camacho, and V. H. Miranda. "Numerical modeling of static load test in drilled shaft using CPTu results." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-127.

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Conference papers on the topic "Static load test"

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Yolum, Ugur, Enes Aydın, Fatih Çimen, and Tolga Temmuz Ökten. "Determination of Full-Scale Static Test Load Cases of a Light Utility Helicopter." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-181.

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Full-scale static test (FSST) is a key test program for the certification of new helicopter airframe. The strength and deformation requirements in airframe certification are substantiated by full-scale tests of the airframe structures. It provides experimental evidence that the structure is able to support limit loads without detrimental permanent deformation and carry ultimate loads for at least three seconds. In design stage, the total number of flight and ground limit load conditions is around 500. In FSST, the number of test load cases should be remarkably reduced. However, the selected lo

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Orefice, Martina, Vincenzo Quaranta, Giovanni Bruno, Giuseppe Martinotti, and Carmine Carandente Tartaglia. "Quasi-static load space qualification test." In 2021 IEEE 8th International Workshop on Metrology for AeroSpace (MetroAeroSpace). IEEE, 2021. http://dx.doi.org/10.1109/metroaerospace51421.2021.9511773.

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Zhang, X., Y. Yin, S. Li, and B. He. "A new servomechanism for static load test." In CSAA/IET International Conference on Aircraft Utility Systems (AUS 2022). Institution of Engineering and Technology, 2022. http://dx.doi.org/10.1049/icp.2022.1651.

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Decky, Martin. "EFFECT OF LOAD PLATE SIZE ON RESULTS OF STATIC LOAD TEST." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/1.2/s02.030.

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Al-Shafei, K. A., W. R. Cox, and S. C. Helfrich. "Pile Load Tests In Dense Sand: Analysis Of Static Test Results." In Offshore Technology Conference. Offshore Technology Conference, 1994. http://dx.doi.org/10.4043/7381-ms.

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Pomeranz, Irith. "Static test compaction for delay fault test sets consisting of broadside and skewed-load tests." In 2011 IEEE VLSI Test Symposium (VTS). IEEE, 2011. http://dx.doi.org/10.1109/vts.2011.5783760.

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Mynarcik, Petr, and Martina Janulikova. "Experimental Static Load Test of Concrete Industrial Floor Model." In 2nd International Conference on Green Materials and Environmental Engineering. Atlantis Press, 2015. http://dx.doi.org/10.2991/gmee-15.2015.38.

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Seo, Hoyoung, Monica Prezzi, and Rodrigo Salgado. "Instrumented Static Load Test on Micropile Socketed into Limestone." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.055.

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Bernhardt, Randall P. "Static Load Test of a Baluster-Supported Wood Guardrail." In 10th Congress on Forensic Engineering. American Society of Civil Engineers, 2024. http://dx.doi.org/10.1061/9780784485798.089.

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Sakhuja, Akshay, Vignesh Rajamanickam, Visakan Raju, and Balasundaram Dhana Sekaran. "Bi-Directional load test: To remove uncertainty in pile load test results interpretation." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1394.

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Bi-directional static load testing for piles has been around for long time. However, the loading mechanism is different from the conventional pile loading testing method, many practicing engineers have concern over its concern of the pile top settlement. Its proponents believe it is safer, easier, and capable of achieving higher loads than traditional top-loading methods. The traditional methods including the kentledge have constraints of performing higher loads, which may lead to fatal accidents. India has seen a lot of development in the field of infrastructure in the recent past and strive

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Reports on the topic "Static load test"

1

Wilkerson, Stephen, Virginia Fulton, and Joe Thiravong. M256 Static Load Test. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada267733.

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Jensen, Richard Pearson, and Jeffery L. Cherry. Static load test of Arquin-designed CMU wall. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/946573.

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Pajo, Bianka, Peter J. Becker, Philippe L. Bourdeau, and Marika Santagata. Data Interpretation of Automated Plate Load Test (APLT) for Real-Time In Situ Determination of Unbound Layer Resilient Modulus. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317653.

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This project examined the results of an extensive program of (1) cyclic plate loading tests carried out at Purdue University’s S-BRITE site on two testing strips comprised of a coarse aggregate (Indiana #53) subbase layer compacted over either untreated or cement-stabilized subgrade, and (2) static loading tests conducted on #53 aggregate compacted in a 3.6-foot-deep testing pit. The testing program on the two strips included multistage resilient modulus (MR) tests and extended cyclic performance tests with random distributed loading (RDL) on both the subbase and the underlying subgrade. Two o

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/vsjs5869.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Floyd, Webster, and Andrew Ward. Mobile Runway Edge Sheave Anchor criteria in asphalt concrete pavement. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49724.

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The Mobile Runway Edge Sheave (MRES) is used in conjunction with the Mobile Aircraft Arresting System (MAAS) for setback aircraft arresting system (AAS) installations in expedient or temporary situations. There are existing criteria and tactics, techniques, and procedures (TTPs) for MRES installations on portland cement concrete (PCC) pavement and soil, but these criteria have not been developed for asphalt concrete (AC) pavements. The US Air Force Civil Engineer Center (AFCEC) tasked the US Army Engineer Research and Development Center (ERDC) to develop anchor criteria for the MRES in AC pave

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Kinser, Ryan, Mark Barkey, Timothy Rushing, et al. Computationally efficient modeling of lightweight expeditionary airfield surfacing systems at large length scales. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48266.

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Expeditionary airfield matting systems are lightweight, portable surfaces that enable the rapid deployment of infrastructure to support aircraft operations. Individual matting components are assembled via interlocking joints to construct arrays that serve as temporary aircraft operating surfaces. The paper outlines the homogenization of the AM2 portable airfield matting system and its interlocking mechanisms to permit computationally efficient analyses toward understanding mechanisms that influence the global behavior of these arrays and underlying subgrade during aircraft maneuvers. An equiva

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/dqhf2112.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component - Test Program: Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/lohh5109.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Sharp, Jeremy A., Duncan B. Bryant, and Gaurav Savant. Low-Sill Control Structure Gate Load Study. U.S. Army Engineer Research and Development Center, 2022. http://dx.doi.org/10.21079/11681/44340.

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The effort performed here describes the process to determine the gate lifting loads at the Low-Sill Control Structure. To measure the gate loads, a 1:55 Froude-scaled model of the Low-Sill Control Structure was tested. Load cells were placed on 3 of the 11 gates. Tests evaluated the gate loads for various hydraulic heads across the structure. A total of 109 tests were conducted for 14 flows with each flow having two gate settings provided by the United States Army Corps of Engineers, New Orleans District. The load data illustrated the potential for higher gate lifting loads (GLL) to occur at t

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