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Relevant bibliographies by topics / Foundation reinforcement

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Academic literature on the topic 'Foundation reinforcement'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Foundation reinforcement"

1

Bai, Chong Xi, and Qiang Fu. "Model Tests of Strip Foundation with FRP Reinforced Sand Grounds." Applied Mechanics and Materials 501-504 (January 2014): 43–46. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.43.

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Fiber reinforced polymer (FRP) materials have good performance such as high strength, high modulus, corrosive resistance, and so on. FRP materials can be used to reinforced reinforcement effects significantly and improve durability of traditional reinforcements. A series of model tests were conducted on foundations reinforced with horizontal FRP reinforcemens. The influence of reinforcement modes on bearing capacity, settlement, strain of FRP and earth pressure were analyzed. From the test results, it was shown that the FRP reinforcement can significantly increase the bearing capacity and redu

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Wang, Zhongmei, Zhiqiang Lai, Lianjun Zhao, Kangwei Lai, and Li Pan. "Mesoscopic Failure Behavior of Strip Footing on Geosynthetic-Reinforced Granular Soil Foundations Using PIV Technology." Sustainability 14, no. 24 (2022): 16583. http://dx.doi.org/10.3390/su142416583.

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Two-dimensional model tests combined with PIV technology were conducted to study the failure behavior of strip footing on geosynthetic-reinforced granular soil foundations on a mesoscale. The results showed that geosynthetic reinforcements improve the bearing capacity of granular soil foundations; however, the effectiveness of the reinforcement was affected by the position, length, and number of geosynthetics. The mesoscale factor affecting the reinforcement effectiveness was the size of the sliding wedge in the foundation, which was changed by the embedded geosynthetics. As the depth, length,

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Xin, Yiwen, Xuanming Ding, Jinqiao Zhao, Hong Wang, and Chunyong Jiang. "A Study on the Response of Coral Sand Foundations with Different Particle Gradations Reinforced Using a Vibroflotation Method." Journal of Marine Science and Engineering 13, no. 4 (2025): 666. https://doi.org/10.3390/jmse13040666.

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Vibroflotation has proven to be an effective method for treating loose and unevenly graded coral sand foundations formed through hydraulic filling. In this study, a series of model tests were conducted to investigate the effects of particle gradations on the response of coral sand foundation reinforced by vibroflotation. The main focus was on analyzing the changes in excess pore water pressure (EPWP) and horizontal earth pressure. Cone penetration tests (CPTs) were then used to evaluate the effectiveness of vibroflotation. The results indicate that the maximum settlement occurs after the first

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Li, Ying Min, Lu Wang, and Li Ping Liu. "Study on Constructional Reinforcement for the Foundation of Blast Furnace due to Temperature Effect." Applied Mechanics and Materials 94-96 (September 2011): 1545–48. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1545.

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Based on the test and numerical analysis, the paper studied the constructional reinforcement of blast furnace foundation under the influence of concrete hydration and top temperature. The results indicate that constructional reinforcement should be thinner and have a small spacing. Stress concentration always appears around the corner and constraints of blast furnace foundation, where should be strengthened with constructional reinforcements. In order to prevent cracks caused by internal tensile stress during concrete hardening, it is necessary to place temperature reinforcement inside the fou

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Zhai, Hanbo, Hongyan Ding, Puyang Zhang, and Conghuan Le. "Model Tests of Soil Reinforcement Inside the Bucket Foundation with Vacuum Electroosmosis Method." Applied Sciences 9, no. 18 (2019): 3778. http://dx.doi.org/10.3390/app9183778.

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Offshore wind turbine foundations are commonly subjected to large horizontal, vertical, and bending moment loads. Marine soils have high moisture content, high compressibility, high sensitivity, and low strength, resulting in insufficient foundation bearing capacity. In order to improve the bearing capacity of wind turbine foundations and reduce foundation settlement, an internal vacuum preloading method combined with electroosmosis reinforcement is used to reinforce the soil within bucket foundations. The pore water pressure, vertical settlement, pumping quality of the soil during the reinfor

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Sabah Al Amli, Ali, Nadhir Al-Ansari, and Jan Laue. "BEHAVIOR OF REINFORCEMENT BARS IN FOUNDATION WITH SOIL TO SATISFY SUSTAINABILITY." Journal of Engineering and Sustainable Development 27, no. 5 (2023): 558–64. http://dx.doi.org/10.31272/jeasd.27.5.1.

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This study presents the behavior of using many types of reinforcement with slab foundations to satisfy sustainability. This foundation with soil effect and two types of bar reinforcement (steel bars and geogrid) are taken. Nonlinear analysis is used with the theoretical model by finite element program software ABAQUS to represent the many types of reinforced concrete foundations with both unsaturated and saturated soil with the effect of loading. Effect of load-displacement-relationships with many cases which were taken for this study such as the geogrid and steel bar ratio in reinforcement of

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Li, Liang-yong, Jia-cheng Chen, Lin Yang, Qing-song Zhang, Wei-qiang Cao, and Yan-wen Cheng. "Model tests on red clay foundation reinforced by coir geotextiles." IOP Conference Series: Earth and Environmental Science 1336, no. 1 (2024): 012013. http://dx.doi.org/10.1088/1755-1315/1336/1/012013.

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Abstract Geosynthetics slowly degrade in soil, which may cause environmental problems in the future. Natural coir fibers are green, environmental-friendly, renewable, and have broad application prospects. Coir geotextiles were used to reinforce red clay foundations. The effects of the reinforcement length and depth, first-layer reinforcement depth, and reinforcement-layer spacing on the deformation and bearing capacity of the foundations were studied via load tests. The distribution law of the earth pressure along the depth was also analyzed. The results showed that when the reinforcement leng

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Cui, Kai, Jun Feng, and Chengyong Zhu. "A Study on the Mechanisms of Interaction between Deep Foundation Pits and the Pile Foundations of Adjacent Skewed Arches as well as Methods for Deformation Control." Complexity 2018 (2018): 1–19. http://dx.doi.org/10.1155/2018/6535123.

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The construction of deep foundation pits is characterized by heavy loads on pile foundations, complex interactions between the foundation pit and pile foundations, and stringent requirements for deformation control. In this work, FLAC3D was used to perform computational analyses on the displacement responses of pile caps and the retaining walls of foundation pits in a variety of cases and reinforcement schemes. The computational results indicate that the piles of skewed arches interact with the retaining walls of the foundation pits through soil masses. We also revealed the mechanism by which

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Bessimbayev, Y. T., A. S. Shadkam, E. I. Kuldeev, Z. O. Zhumadilova, and U. T. Begaliev. "PECULIARITIES OF DESIGN OF VERTICALLY REINFORCED BASE OF SLAB FOUNDATIONS." BULLETIN of D. Serikbayev EKTU 4 (December 10, 2024): 228–39. https://doi.org/10.51885/1561-4212_2024_4_228.

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The analysis of experimental and theoretical studies of reinforcement of soil foundations to create an artificial foundation on weak soils is given. The aim of the present work is to develop a design solution of a vertically reinforced base of a slab foundation of a multi-storey building. The study is carried out on the example of the design solution of reinforcement of the foundation of a real object. The novelty of the work consists in determining the optimal parameters of the reinforcement grid and the length of reinforcement of the soil mass to ensure the bearing capacity and reduce the se

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Sandjaja Sentosa, Gregorius, Aniek Prihatiningsih, Kilian Rohan, and Ricky Putra. "FINDING THE OPTIMAL REINFORCEMENT FOR VERY DEEP BORED PILE FOUNDATION." International Journal of Application on Sciences, Technology and Engineering 1, no. 3 (2023): 1210–20. http://dx.doi.org/10.24912/ijaste.v1.i3.1210-1220.

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The foundation is the most important part of any structure in the construction process. A failure in the foundation can cause the entire structure to fail if cannot withstand the forces or weight of the structure above. The foundation is required to bear the external loads or weight of the structure, even though the upper structure may be strong and sturdy. Bored pile foundation is the most commonly used foundation type for building projects or multi-story structures. The distribution of forces on pile foundations is inversely proportional to its depth, and the part of the pile close to the fo

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Dissertations / Theses on the topic "Foundation reinforcement"

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Kazerani, B. "An investigation into grid cell reinforcement as a road base material." Thesis, University of Sunderland, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.379434.

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Kenny, M. J. "The bearing capacity of clay overlain by unreinforced and reinforced sand." Thesis, University of Strathclyde, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382354.

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Karlbom, Malin, and Lovisa Hallman. "Geotechnical reinforcement work for foundation of extending an existing residential building." Thesis, KTH, Jord- och bergmekanik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278192.

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The last hundreds of years there has been a land elevation that causes an increased distance between the groundwater level and the buildings founded on wooden piles. When wooden piles are exposed to air, rot fungus occurs which causes the pile to lose its bearing capacity. With the critical problem of housing shortage, the demand can be met if an innovative solution is created by extending a superstructure on top of an existing building within the city center of Stockholm. The purpose of this thesis is to investigate whether it is profitable to extend an existing building with a superstructure

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Jones, Brendon Ronald. "Geotechnical centrifuge modelling of the behaviour of a compressible clay horizon underlying a reinforced sand foundation." Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/40363.

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Basal reinforcement, where high tensile geogrids are employed beneath structures, is becoming an increasingly accepted construction technique along the eastern coast of southern Africa. The presence of compressible, soft, thin and shallow clay horizons usually associated with complex estuarine or lagoonal deposits are a major consideration when using basal reinforcement as a founding technique. Basal reinforcement involves the use of high tensile strength geogrids beneath a structure to form a reinforced sand foundation. Deformation behaviour under loading is an important component of st

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Grzyb-Faddoul, Anna Marta. "Numerical analysis of the reinforcement of existing foundations by the Soil Mixing technique." Thesis, Lyon, INSA, 2014. http://www.theses.fr/2014ISAL0141/document.

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L'objectif de ce travail est d'analyser l'influence du renforcement du sol par la method Soil Mixing sur le comportement des fondations superficielles et profondes. Une étude numérique a été effectuée – avec des analyses éléments finis dans ABAQUS - dans le but d'acquérir une compréhension du fonctionnement et une estimation de la performance des fondations améliorées. Pour être en mesure d'utiliser des colonnes SM pour l'amélioration de la fondation, il est nécessaire de bien comprendre leur performance sous charge axiale statique. Par conséquent, une série de simulations reproduisant des ess

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Barnes, Glen James. "An experimental investigation on the properties and performance of geogrid and geocomposite as subgrade reinforcement in granular pavements." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/129219/2/Glen%20Barnes%20Thesis.pdf.

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This experimental study focuses on developing a new laboratory testing model that expedites the performance verification process for future geosynthetic products, for use in foundation stabilisation. Through a series of tensile and pullout tests on geosynthetic and CBR tests on geosynthetic reinforced subgrade using a bespoke CBR mould, this research highlights the benefits of including geosynthetics in granular pavement design. Further research will allow future road pavement designs in Australia to include geosynthetics as part of design specifications and reduce the environmental impact of

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Mahrenholtz, Christoph [Verfasser], and Rolf [Akademischer Betreuer] Eligehausen. "Seismic bond model for concrete reinforcement and the application to column-to-foundation connections / Christoph Mahrenholtz. Betreuer: Rolf Eligehausen." Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2013. http://d-nb.info/1030266735/34.

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Chiluwal, Sundar. "Numerical Modeling of Helical Pile-to-Foundation Connections subjected to Monotonic and Cyclic Loads." University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1576021464589307.

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Kašparů, Jakub. "Statické řešení betonového komínu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226418.

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The goal of this Master´s thesis is a review of a reinforced concrete chimney´s stack and a foundation design based on a combination of M+N load. Two bar models (by ČSN and EN) and one shall model were created to analyze internal forces. The fine element software SCIA ENGINEERING was used to create the models. The loads taken into consideration - for analysis include self weight, lining, temperature, wind, and Karman vortex. The stack was horizontally divided by several cuts which were investigated. The stack and foundation were designed by an algorithm created in the program MS EXCEL. The pil

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Podepřel, Petr. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409775.

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The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling sla

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Books on the topic "Foundation reinforcement"

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J, Bowders John, Scranton Heather B, Broderick Gregory P, American Society of Civil Engineers. Geo-Institute. Geosynthetics Committee., and Geo-Congress 98 (1998 : Boston, Mass.), eds. Geosynthetics in foundation reinforcement and erosion control systems: Proceedings of sessions of Geo-Congress. American Society of Civil Engineers, 1998.

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Geo-Congress 98 (1998 Boston, Mass.). Geosynthetics in foundation reinforcement and erosion control systems: Proceedings of sessions of Geo-Congress 98. American Society of Civil Engineers, 1998.

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Norihiko, Miura, and Yamanouchi Toyotoshi, eds. Geosynthetic reinforcement in foundations. Elsevier Science Publishers, 1990.

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I, Feklin V., and Ginzburg L. K, eds. Reinforcement and reconstruction of foundations. A.A. Balkema, 1996.

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Bhandari, Jalaj. Optimization Foundations of Reinforcement Learning. [publisher not identified], 2020.

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Zhao, Shiyu. Mathematical Foundations of Reinforcement Learning. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-97-3944-8.

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Chaddock, B. C. J. Deformation of road foundations with geogrid reinforcement. Transport and Road Reseach Laboratory, Highways Group, Pavement Design and Maintenance Division, 1988.

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McLean, David I. Seismic performance of bridge columns with interlocking spiral reinforcement. Washington State Dept. of Transportation, 1994.

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9

Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur, and Dmitriy Litvinovskiy. Technology of reconstruction of buildings and structures. INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1867636.

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The monograph provides the basics of technology for the production of general construction and finishing works performed during the reconstruction of existing industrial and civil facilities: strengthening and restoration of exploited structures, as well as the construction of new buildings and structures designed at the reconstructed facility. The issues of conducting field surveys of operated buildings and structures in order to prepare a conclusion on the technical condition of load-bearing and enclosing structures are considered. The main design solutions and technology of work

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J, Bowders John, Scranton Heather B, Broderick Gregory P, American Society of Civil Engineers. Geo-Institute. Geosynthetics Committee., and Geo-Congress (1998 : Boston, Mass.), eds. Geosynthetics in foundation reinforcemnt and erosion control systems: Proceedings of the sessions of the Geo-Congress 98 sponsored by the Geosynthetics Committee of the Geo-Institute of the American Society of Civil Engineers, October 18-21, 1998, Boston, Massachusetts. American Society of Civil Engineers, 1998.

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Book chapters on the topic "Foundation reinforcement"

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Sanghi, Nimish. "The Foundation: Markov Decision Processes." In Deep Reinforcement Learning with Python. Apress, 2024. http://dx.doi.org/10.1007/979-8-8688-0273-7_2.

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Fibiger, H. C., A. G. Phillips, and E. E. Brown. "The Neurobiology of Cocaine-Induced Reinforcement." In Novartis Foundation Symposia. John Wiley & Sons, Ltd., 2007. http://dx.doi.org/10.1002/9780470514245.ch7.

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Dews, P. B. "Schedules of Reinforcement." In Ciba Foundation Symposium - Animal Behaviour and Drug Action. John Wiley & Sons, Ltd., 2008. http://dx.doi.org/10.1002/9780470719329.ch12.

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Izrailovich, Bronstein Vadim, Vainberg Alexander Isaakovich, Gaziev Erast Grigorievich, Landau Yuri Alexandrovich, Mgalobelov Yuri Borisovich, and Ju B. Mgalobelov. "Concrete and reinforcement." In Concrete Gravity and Arch Dams on Rock Foundation. CRC Press, 2021. http://dx.doi.org/10.1201/b22629-6.

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Wang, Libo, Wu Liu, Hao Jang, Jinhang Shang, Huayan Yao, and Renjie Li. "Study on the Combined Bearing Characteristics of Cutoff Wall-Double Row Piles Composite Foundation." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_25.

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AbstractThe combination system of cutoff wall and double row piles, as a new type of composite reinforcement structure, can take into account the foundation reinforcement needs of the upper structure’s bearing capacity and the water-rich strata seepage interception. Based on a case of the cutoff wall and double-row piles combination reinforcement foundation at a large ship lock project in Lu’an City, Anhui Province, China, the combined bearing characteristics of the composite reinforcement structure are systematically studied in this study through three-dimensional refined modeling of the geol

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Jia, Yahui, Yanliang Shang, Jianhua Du, and Hongqian Dang. "Study on the Control Effect of Pretreatment Measures on the Deformation of Subway Caused by the Excavation of Foundation Pit." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_67.

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AbstractAt present, there are many control measures for the deformation of subway caused by the excavation of foundation pit. It is worthy of attention that pretreatment measures can effectively reduce the influence of deformation on the subway tunnel under different working conditions. Therefore, the finite element model is established by Midas/GTS to explore the reinforcement effect of two measures of pit bottom reinforcement and isolation pile reinforcement. The results show that: in the excavation of foundation pit, the two schemes have different effects on controlling the deformation of t

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Tang, Qiufeng, Jianxing Tong, Ning Jia, Xinhui Yang, Xunhai Sun, and Mingli Yan. "Application of Composite Foundation with Long-Short CFG Piles in Engineering Accident Treatment." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_16.

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AbstractBased on the case of composite foundation with long-short CFG piles in handling the engineering accident, this paper analyzes the reasons for the insufficient bearing capacity of existing piles, proposes the reinforcement ideas and design calculation methods of composite foundation with long and short CFG piles, and gives the key construction techniques. The test and monitoring results show that the reinforcement ideas, design calculation methods and key construction techniques of composite foundation with long-short CFG piles are successful in this project, which can provide reference

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Nakai, T., F. Zhang, M. Hinokio, et al. "Bearing capacity of reinforced foundation subjected to pull-out loading: 3D model tests and numerical simulation." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-72.

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Izawa, J., H. Kusaka, M. Ueno, N. Nakanani, H. Sato, and J. Kuwano. "The effect of inclination of reinforcement on the horizontal bearing capacity of the ground reinforcing type foundation." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-96.

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Arel, Itamar. "Deep Reinforcement Learning as Foundation for Artificial General Intelligence." In Atlantis Thinking Machines. Atlantis Press, 2012. http://dx.doi.org/10.2991/978-94-91216-62-6_6.

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Conference papers on the topic "Foundation reinforcement"

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Yao, Xilin. "Application of deep reinforcement learning and data fusion in foundation settlement control." In International Conference on Computer Application and Information Security (ICCAIS 2024), edited by Sadiq Ali Safaa, Pandey Hari Mohan, and Boussaid Farid. SPIE, 2025. https://doi.org/10.1117/12.3062703.

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Allred, Christopher, Jacob Haight, Chandler Justice, et al. "Coordinating Search with Foundation Models and Multi-Agent Reinforcement Learning in Complex Environments." In 2024 Eighth IEEE International Conference on Robotic Computing (IRC). IEEE, 2024. https://doi.org/10.1109/irc63610.2024.00046.

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Wang, Bi, and Hao Xiao. "Adaptive Compensation Control of Dynamic Load Characteristics of Soft Soil Foundation Based on Deep Reinforcement Learning." In 2024 International Conference on Control, Electronic Engineering and Machine Learning (CEEML). IEEE, 2024. https://doi.org/10.1109/ceeml65709.2024.00029.

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Yu, Wenhan, Terence Jie Chua, and Jun Zhao. "Orchestration of Emulator Assisted 6G Mobile Edge Tuning for AI Foundation Models: A Multi-Agent Deep Reinforcement Learning Approach." In 2024 IEEE 99th Vehicular Technology Conference (VTC2024-Spring). IEEE, 2024. http://dx.doi.org/10.1109/vtc2024-spring62846.2024.10683262.

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Tian, Yuhe, Ayooluwa Akintola, Yazhou Jiang, et al. "Reinforcement Learning-Driven Process Design: A Hydrodealkylation Example." In Foundations of Computer-Aided Process Design. PSE Press, 2024. http://dx.doi.org/10.69997/sct.119603.

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In this work, we present a follow-up work of reinforcement learning (RL)-driven process design using the Institute for Design of Advanced Energy Systems Process Systems Engineering (IDAES-PSE) Framework. Herein, process designs are generated as stream inlet-outlet matrices and optimized using the IDAES platform, the objective function value of which is the reward to RL agent. Deep Q-Network is employed as the RL agent including a series of convolutional neural network layers and fully connected layers to compute the actions of adding or removing any stream connections, thus creating a new proc

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de Rincón, Oladis T., Miguel Sánchez G, Orlando Pérez, Octavio García, Liana Arrieta de Bustillos, and Cesar Vezga. "Evaluation, Diagnosis and Rehabilitation of Buildings in Rural Environments." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02218.

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Abstract The objective of this paper is to present, from the structural and corrosion point of view, an evaluation, diagnosis and rehabilitation plan for fifty-two 3-story buildings set in a complex within a rural environment. The construction system is semi-prefabricated, tunnel-type, enclosed within prefabricated no-load-resisting panels. Each building was constructed in two stages, with the two parts of each separated by an expansion joint through which the gas, water and electricity supply were piped. At the end of the first year after delivery, the buildings began to suffer from severe pr

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Al-Sakkari, Eslam G., Ahmed Ragab, Mohamed Ali, Hanane Dagdougui, Daria C. Boffito, and Mouloud Amazouz. "Learn-To-Design: Reinforcement Learning-Assisted Chemical Process Optimization." In Foundations of Computer-Aided Process Design. PSE Press, 2024. http://dx.doi.org/10.69997/sct.103483.

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This paper proposes an AI-assisted approach aimed at accelerating chemical process design through causal incremental reinforcement learning (CIRL) where an intelligent agent is interacting iteratively with a process simulation environment (e.g., Aspen HYSYS, DWSIM, etc.). The proposed approach is based on an incremental learnable optimizer capable of guiding multi-objective optimization towards optimal design variable configurations, depending on several factors including the problem complexity, selected RL algorithm and hyperparameters tuning. One advantage of this approach is that the agent-

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Qiu, Kang, Sigmund Eggen Holm, Julian Straus, and Simon Roussanaly. "Optimal Clustered, Multi-modal CO2 Transport Considering Non-linear Costs � a Path-planning Approach." In Foundations of Computer-Aided Process Design. PSE Press, 2024. http://dx.doi.org/10.69997/sct.150076.

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An important measure to achieve global reduction in CO2 emissions is CO2 capture, transport, and storage. The deployment of CO2 capture requires the development of a shared CO2 transport infrastructure, where CO2 can be transported with different transport modes. Furthermore, the cost of CO2 transport can be subject to significant economies of scale effects with respect to the amount of CO2 transported, also mentioned as clustering effects. Therefore, optimizing the shared infrastructure of multiple CO2 sources can lead to significant reductions in infrastructure costs. This paper presents a n

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Golowich, Noah, Ankur Moitra, and Dhruv Rohatgi. "Exploration is Harder than Prediction: Cryptographically Separating Reinforcement Learning from Supervised Learning." In 2024 IEEE 65th Annual Symposium on Foundations of Computer Science (FOCS). IEEE, 2024. http://dx.doi.org/10.1109/focs61266.2024.00117.

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Gotman, Natalya Z., and Alexander G. Evdokimov. "REINFORCEMENT OF FOUNDATIONS IN DIFFICULT CONDITIONS." In VIII Петрухинские чтения. АО «НИЦ «Строительство», 2024. http://dx.doi.org/10.37538/2713-1149-2024-11-19.

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The article analyzes the experience of strengthening foundations in difficult construction conditions when there are underground cavities under the foundation slab. The article also discusses the results of a study of the design problems of strengthening the foundations of reconstructed buildings. There is a brief overview of the construction conditions, analysis of the results of calculating the settlements of a high-rise building that stands on the basis with underground mines which is reinforced with piles and injection of cement mortar. Settlement monitoring was carried out during the cons

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Reports on the topic "Foundation reinforcement"

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Christoforidou, Eirini, Antonio Bobet, Tommy Nantung, and Philippe L. Bourdeau. Use of Geosynthetics on Subgrade and on Low and Variable Fill Foundations. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317437.

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There are significant problems during construction to establish an adequate foundation for fills and/or subgrade for pavements when the natural ground has low-bearing soils. Geosynthetics such as geogrids, geotextiles, and/or geocells could provide a less time-consuming, costly alternative for establishing an adequate foundation for the fill and/or subgrade. There is extensive evidence in the literature and on DOTs practices about the suitability of using geotextiles in pavements as separators. Previous studies have also shown that the use of geogrids in flexible pavements as a reinforcing mec

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Turner, Benjamin. Guidance for Factoring Deep Foundation Structural Resistance for Landslide Stabilization and Excavation Support. Deep Foundations Institute, 2023. http://dx.doi.org/10.37308/cpf-2017-land-1.

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Lateral support provided by deep foundations can be an effective means to stabilize existing and potential landslides, and deep foundations contribute to the stability of support-of-excavation systems. However, defining the structural resistance and implementing it in a slope stability analysis that satisfies LRFD requirements is a source of significant confusion and miscommunication among geotechnical and structural designers. This report explains the implications of applying (or not) structural resistance factors at various stages of the analysis. Furthermore, most commercial slope stability

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Nevarez Garibaldi, Roberto. Comparison between Linear and Staggered Pile Configurations For Slope Stabilization. Deep Foundations Institute, 2025. https://doi.org/10.37308/cpf-2023-land-rr.

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The paper addresses slope stabilization through use of deep foundation elements (for simplicity, we refer to them generically as “piles” throughout this paper) and particularly focuses on the efficiency of linear versus staggered arrangements of piles along a slope. The study investigates the impact of pile arrangement on shear resistance, assuming constant soil properties, pile size, and reinforcement. The research employs Slope/W and Group software for slope stability analysis and reinforcement design; however, the analysis procedure detailed in this paper can be applied to other applicable

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Gortazar, Lúcas, Claudia Hupkau, and Antonio Roldan. Spain: A Succesful Experience of Remote Tutoring. Inter-American Development Bank, 2023. http://dx.doi.org/10.18235/0005077.

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In 2021, EsadeEcPol, in collaboration with the "Empieza Por Educar" Foundation (ExE), launched "Menttores", an online educational reinforcement program aimed at students from vulnerable backgrounds in response to the challenges posed by COVID-19. Over 8 weeks, 356 students aged 12-15 from 18 educational centers in Madrid and Catalonia benefited from three weekly tutoring sessions, each 50 minutes long, taught by paid-for, qualified math teachers who passed a rigorous selection and training process. Through a "Randomized Controlled Trial" (RCT), it was shown that the program achieved a signific

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Nema, Arpit, and Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zisp3722.

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This report describes the design, construction, and shaking table response and computation simulation of a Low Seismic-Damage Bridge Bent built using Accelerated Bridge Construction methods. The proposed bent combines precast post-tensioned columns with precast foundation and bent cap to simplify off- and on-site construction burdens and minimize earthquake-induced damage and associated repair costs. Each column consists of reinforced concrete cast inside a cylindrical steel shell, which acts as the formwork, and the confining and shear reinforcement. The column steel shell is engineered to fa

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Pasupuleti, Murali Krishna. Decision Theory and Model-Based AI: Probabilistic Learning, Inference, and Explainability. National Education Services, 2025. https://doi.org/10.62311/nesx/rriv525.

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Abstract Decision theory and model-based AI provide the foundation for probabilistic learning, optimal inference, and explainable decision-making, enabling AI systems to reason under uncertainty, optimize long-term outcomes, and provide interpretable predictions. This research explores Bayesian inference, probabilistic graphical models, reinforcement learning (RL), and causal inference, analyzing their role in AI-driven decision systems across various domains, including healthcare, finance, robotics, and autonomous systems. The study contrasts model-based and model-free approaches in decision-

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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l

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Turner, Andrew. Effect of Coupling on A-Walls for Slope Stabilization. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2015-land-1.

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A-Walls are retaining structures composed of at least two rows of regularly spaced deep foundation elements battered in opposing directions and connected through a grade beam to mitigate movements of a slope or embankment on soft soils. While A-Walls are commonly constructed using micropiles, they can be constructed using any type of deep foundation element. For example, Gómez, et al. ( 2013) described the use of a large A-Wall for mitigation of lateral movements of the North Plaza of the Jefferson Memorial in Washington, D.C. The lateral movements accompanied settlement of the edge of the fil

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EFFC/DFI Concrete Task Group. German Guide to Tremie Concrete for Deep Foundations, 2nd Edition - Leitfaden Kontraktorbetonfür Tiefgründungen, Zweite Fassung. European Federation of Foundation Contractors and Deep Foundations Institute, 2018. https://doi.org/10.37308/effc-dfi-ctg-trem-germe2-2018.

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The primary purpose of this report is to provide guidance for characterization related to performance, mix design process, and methods used to test fresh concrete. The principles of this guide apply to tremie concrete for deep foundations but may also be applied for other forms of deep foundations (e.g., continuous flight auger piling). The guide addresses design considerations including concrete rheology, mix design, reinforcement detailing, concrete cover, and good practice rules for placement. A review of methods to test the as-built elements is presented together with advice on the identif

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Pasupuleti, Murali Krishna. Optimal Control and Reinforcement Learning: Theory, Algorithms, and Robotics Applications. National Education Services, 2025. https://doi.org/10.62311/nesx/rriv225.

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Abstract: Optimal control and reinforcement learning (RL) are foundational techniques for intelligent decision-making in robotics, automation, and AI-driven control systems. This research explores the theoretical principles, computational algorithms, and real-world applications of optimal control and reinforcement learning, emphasizing their convergence for scalable and adaptive robotic automation. Key topics include dynamic programming, Hamilton-Jacobi-Bellman (HJB) equations, policy optimization, model-based RL, actor-critic methods, and deep RL architectures. The study also examines traject

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