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Artykuły w czasopismach na temat „Foundations”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 25 lipca 2025

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1

Rarasati, Tania Tasmaya, Hariyanto Susilo, and Iwan Permadi. "Legal Protection of Foundations of Land Ownership Which Is Named to the Management." International Journal of Multicultural and Multireligious Understanding 8, no. 3 (2021): 297. http://dx.doi.org/10.18415/ijmmu.v8i3.2491.

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The purpose of conducting this research is to analyze and determine the status of land ownership by foundations whose initial ownership was before the enactment of the Law on Foundations on behalf of the foundation management. The research method used is a sociological juridical research. While the research approach used is a statutory approach, history, cases, and a philosophical approach. The results of the study show a tendency that the existence of a foundation which has historically originated from relying on colonial doctrine, jurisprudence, and regulations, makes the foundation's status

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Marlin, Anwar Borahima, Aidir Amin, and Marthen Arie. "Handover of Land Rights to Foundation Founders as Initial Assets of The Foundation." Revista de Gestão Social e Ambiental 18, no. 6 (2024): e04859. http://dx.doi.org/10.24857/rgsa.v18n6-078.

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Objective: Conflicts within the foundation are motivated by problems, in the areas of interests of the founder of the Foundation, the heirs of the founder of the foundation and the foundation's organs, both, supervisors, administrators and supervisors. An ideal concept is needed in the form of handing over rights to the founder's land as the initial wealth of the Foundation, this concept becomes The main choice in resolving all problems that arise within the foundation, the concept can also be useful for ensuring that the founders of the foundation, their heirs, receive legal certainty, justic

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Strzebińczyk, Anita. "Droga do uchwalenia dekretu o fundacjach i o zatwierdzeniu darowizn i zapisów z 1919 roku." Forum Prawnicze, no. 5(79) (October 31, 2023): 99–120. http://dx.doi.org/10.32082/fp.5(79).2023.728.

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The article concerns the meaning of the decree on foundations and on the approval of donations and legacies from 7 February 1919, in the context of the development of Polish foundation law. During the Second Polish Republic it was in force in the central voivodships - the area of the former Polish Kingdom - and from 1923, also in the eastern voivodships. The study covered how the legislative work at adopting the decree was conducted and how foundations obtained legal personality, including an analysis of the requirements for the contents of the foundation's deed that were necessary in order to

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Cusick, Anne, Michael Curtin, Elspeth Froude, et al. "Foundations of the research foundation." Australian Occupational Therapy Journal 60, no. 6 (2013): 377. http://dx.doi.org/10.1111/1440-1630.12102.

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Brahmantya, Ida Bagus Bayu, I. Nyoman Suyatna, and Dewa Gde Rudy. "JUDICIAL REVIEW: THE DISPUTE SETTLEMENT BY THE COURT INSTITUTION BETWEEN THE FOUNDATION AND ITS MANAGEMENT." Journal of International Legal Communication 6 (September 27, 2022): 71–80. http://dx.doi.org/10.32612/uw.27201643.2022.6.pp.71-80.

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This study aims to analyze disputes between foundations and foundation administrators in internal conflicts including the dismissal, replacement and appointment of foundation administrators and procedures for resolving such disputes between foundations and foundation administrators through the general judiciary and state administration. If a board member is found to have acted detrimental to the foundation, then based on the decision of the supervisor’s meeting, the board can be dismissed. This is a trigger for disputes that occur within the foundation. This dispute can be resolved by filing a

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Nia, Sally Novita. "The Use of Third Party Services in the Protection of Foundation Funds in Indonesia." Journal La Sociale 4, no. 5 (2023): 276–82. http://dx.doi.org/10.37899/journal-la-sociale.v4i5.886.

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The foundation is a legal entity engaged in the social, humanitarian and religious fields. The Foundation has no members. Judging from its purpose, the foundation is not looking for profit. Foundations have an independent position as a result of having assets that are separate from the personal wealth of the founders and administrators, and have their own goals that are different or separate from the personal goals of the founders or administrators. In the article 7 of the Law states that foundations can participate in various forms of business that are prospective, provided that all participa

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Brahmantya, Ida Bagus Bayu, I. Nyoman Suyatna, and Dewa Gde Rudy. "The dispute settlement by the court institution between the foundation and its management: A judicial review." International Journal of Research in Business and Social Science (2147- 4478) 11, no. 8 (2022): 419–25. http://dx.doi.org/10.20525/ijrbs.v11i8.2175.

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Foundation legal entities have organs that carry out the functions of the foundation. The management of the foundation has responsibility for the legal entity of the foundation. This study aims to find out about disputes between foundations and foundation administrators in internal conflicts including the dismissal, replacement and appointment of foundation administrators and procedures for resolving disputes between foundations and foundation administrators through the general judiciary and state administration. If a board member is found to have acted detrimental to the foundation, then base

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Sepp, Katrin, and Urmas Kaarlep. "The Estonian Foundation – What is Missing for It to Be A Well-Designed Wealth-Management Vehicle for Local and Foreign High-Net-Worth Individuals?" Juridica International 24 (October 9, 2016): 96. http://dx.doi.org/10.12697/ji.2016.24.10.

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Although Estonia has a foundations regulation that enables establishing private foundations, the local high-net-worth individuals prefer to use schemes and foundations offered by other countries and Estonia’s export of the relevant service is a non-issue today. The article explores why this is so. One of the biggest problems certainly is the current double taxation of private foundations. Another major problem is excessive accountability and publicity: an Estonian foundation is registered in a public register from which the information on that foundation is accessible to everyone. This include

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9

Monteiro, Nuno P., and Keven G. Ruby. "IR and the false promise of philosophical foundations." International Theory 1, no. 1 (2009): 15–48. http://dx.doi.org/10.1017/s1752971909000050.

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International Relations (IR) is uneasy about its status as a ‘science’. Throughout a long history of attempts to legitimate the field as ‘scientific’, IR scholars have imported multifarious positions from the Philosophy of Science (PoS) in order to ground IR on an unshakable foundation. Alas, no such unshakable foundation exists. The PoS is itself a contested field of study, in which no consensus exists on the proper foundation for science. By importing foundational divisions into IR, the ‘science’ debate splits the discipline into contending factions and justifies the absence of dialogue betw

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Ørberg, Mark, and Louise Blichfeldt Fjord. "Enterprise Foundations as ‘Non-profit Organizations’ Under the EU Pillar Two Directive." Intertax 51, Issue 6/7 (2023): 472–86. http://dx.doi.org/10.54648/taxi2023048.

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The authors explore the highly debated 15% minimum corporate tax rate better known as Pillar Two. More specifically, the focus is on ‘public good enterprise foundations’ and the potential applicability of the ‘non-profit organization’ definition in the EU Pillar Two Directive (2022/ 2523) from December 2022. A public good enterprise foundation typically controls one or more operating enterprises but can only distribute income to the public good purposes stipulated in the foundation charter. This ‘distribution restraint’ is supplemented by a ‘disbursement duty’ as the governing board must make

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Suryaningtyas, Lintang. "KEDUDUKAN YAYASAN : ANTARA PENDIRI DAN MASYARAKAT." Jurnal Paradigma Hukum Pembangunan 4, no. 01 (2020): 33–44. http://dx.doi.org/10.25170/paradigma.v4i01.1635.

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The foundation as a form of legal entity in Indonesia has a unique character because it is owned by the public, has no members, and is engaged in social, religious and humanitarian fields. The founder separates a portion of his personal assets and surrenders fully to the foundation he founded. After that, the founder may sit as the organ of the foundation that he founded, although that is not compulsory, as well as the family members of the founder of the foundation which are a completely separate part and may not have any interest in the foundation. The foundation’s establishment is relativel

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Moldovan, Angelo-Vlad. "Between Pathology and Well-Behaviour – A Possible Foundation for Tame Mathematics." Studia Universitatis Babeș-Bolyai Philosophia 67, Special Issue (2022): 67–81. http://dx.doi.org/10.24193/subbphil.2022.sp.iss.04.

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"An in-depth examination of the foundations of mathematics reveals how its treatment is centered around the topic of “unique foundation vs. no need for a foundation” in a traditional setting. In this paper, I show that by applying Shelah’s stability procedures to mathematics, we confine ourselves to a certain section that manages to escape the Gödel phenomenon and can be classified. We concentrate our attention on this mainly because of its tame nature. This result makes way for a new approach in foundations through model-theoretic methods. We then cover Penelope Maddy’s “foundational virtues”

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Khudhair‎, Rawaa Rafea, and Bushra Suhale Albusoda. "A Review Study to Assess Skirted Foundation's Performance." Journal of Engineering 31, no. 6 (2025): 49–72. https://doi.org/10.31026/j.eng.2025.06.03.

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Innovative structural supports, known as skirted foundations, are primarily employed in offshore engineering. Skirted foundations extend below the footing like conventional shallow foundations and carry loads to deeper soil layers. A "skirt" is a wall that surrounds the foundation from one side or more, is connected to the foundation, and functions as a single unit. These skirts are essential for improving overall stability and transferring loads to more stable subsurface layers, which improves the foundation's performance. Significant features of skirted foundations make them promising for ec

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Aji, Ahmad Mukri, Nur Rohim Yunus, and Syarifah Gustiawati Mukri. "Analysis of the Legal Status of Foundations as Legal Entities in Indonesia Based on Law Number 28 of 2004." SALAM: Jurnal Sosial dan Budaya Syar-i 12, no. 1 (2025): 85–102. https://doi.org/10.15408/sjsbs.v12i1.45674.

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This study examines the legal status of foundations, the legal implications of foundation management exceeding its authority or failing to fulfill its duties, and the obstacles to enforcing the law against foundations that deviate from their obligations. The background of this study is based on the importance of foundations as non-profit legal entities in social, religious, and humanitarian activities. However, there are often deviations in management that are detrimental to the community and undermine the foundation's goals. The study employs a qualitative method, combining a literature-based

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15

Saad Fezea, Ali, and Maki Jafar Mohammed. "Evaluating the Optimal Performance of skirted footing: A review study." BIO Web of Conferences 97 (2024): 00114. http://dx.doi.org/10.1051/bioconf/20249700114.

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Geotechnical engineers are currently confronted with the challenge of identifying innovative and efficient approaches to increase bearing capacity and minimize foundation settling. As a result, the skirt is regarded as one technique for enhancing the shallow foundation's carrying capability on various soil types. The skirt work mechanism involves the confining of soil beneath the foundation, resulting in a reduction of settling for the foundation. Soil engineers have endeavored to develop this approach as a substitute for pile foundations in normal structures. These foundations exhibit versati

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Yan, Kegao, and Oulin Luo. "Can Political Connections Improve Foundation’s Acquisition of Resources?" China Nonprofit Review 8, no. 2 (2016): 140–62. http://dx.doi.org/10.1163/18765149-12341311.

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By artificially sampling 305 Chinese foundations, the paper conducts an empirical study on how political connections influence foundations’ acquisition of resources. As it turns out, the influence of political connections on foundations’ policy resources is insignificant, and this does not change with the changes of the nature and sector of the foundation and the degree of marketization of the environment it is in. Political connections have significant influence upon donations, particularly those from domestic natural persons – this is particularly true with public-fundraising foundations, pu

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Nurfansyah, Nurfansyah, Muhammad Ibnu Saud, Prima Widya Wastuti, Ahmad Qurrata Aini, and Nursyarif Agusniansyah. "PERKEMBANGAN PONDASI TIANG KAYU PADA RUMAH TINGGAL DI BANJARMASIN." INFO-TEKNIK 21, no. 2 (2020): 199. http://dx.doi.org/10.20527/infotek.v21i2.10173.

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Banjarese houses are developed especially in the wooden foundation’s construction. In case, this construction had many problems as an unstable foundation that caused building slope, building renovation, vertical development, etc. Pole stick hardwood timbers are needed to strengthen to support the building’s load. Based on this condition, it is necessary to conduct research related to find a model that explained how wooden foundations are modified. This paper's method was to collect field observation data by a photograph. Samples of observation were chosen that show the modification and variati

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Goldsworth, John Graham. "Private foundations and the conflict of laws." Trusts & Trustees 25, no. 6 (2019): 626–29. http://dx.doi.org/10.1093/tandt/ttz011.

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Abstract The straightforward nature of private foundations compared with trusts may not be apparent where a private foundation is formed under one jurisdiction’s laws but administered elsewhere if the lex fori introduces concepts that are unforeseen at the time that the private foundation is entered into. This possibility should be guarded against by an examination both of the private foundation’s constitutional documents and the conflict of law rules of a likely forum to hear disputes.

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Ida Bagus Bayu Brahmantya. "PENGATURAN KEKAYAAN YAYASAN DITINJAU DARI PASAL 6 UNDANG-UNDANG NOMOR 16 TAHUN 2001 TENTANG YAYASAN." Kerta Dyatmika 21, no. 2 (2023): 48–57. http://dx.doi.org/10.46650/kd.21.2.1441.48-57.

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Undang-Undang tentang Yayasan keberadaannya hingga saat ini menimbulkan kritik dari berbagai kalangan, karena terdapat beberapa pasal yang dianggap berbeda dengan praktek/pelaksanaan pengelolaan yayasan yang telah berlaku khususnya pada ketentuan Pasal 6 Undang-Undang Nomor 16 Tahun 2001 tentang Yayasan, yang menyebutkan bahwa “yayasan wajib membayar segala biaya atau ongkos yang dikeluarkan oleh organ yayasan dalam rangka menjalankan tugas yayasan.” Pada pasal tersebut di atas memiliki multi tafsir khususnya pada istilah “biaya dan ongkos”. Perihal pengaturan mengenai tugas organ yayasan tela

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Ma, Zehui, Junjie Wang, Xuefeng Huang, Kun Sun, Senlin Yang, and Jun Yuan. "Mechanical Characteristics of Grillage Root Foundation for High-Voltage Tower Under Horizontal Conditions." Buildings 14, no. 11 (2024): 3633. http://dx.doi.org/10.3390/buildings14113633.

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In response to the issue of reduced horizontal bearing capacity due to inadequate compaction of backfill soil in traditional grillage foundations, a novel grillage root foundation is proposed in this study. That is, the root is introduced into undisturbed soil at a traditional grillage foundation base plate. To assess the applicability of this innovative foundation under horizontal loading conditions, on-site experimental research was conducted. It was employed to comparatively analyze the load–displacement curves, changes in internal forces of steel components, and the development patterns of

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Song, Seung-Han, and Sean Seungwon Lee. "Finite Element Steady-State Vibration Analysis Considering Frequency-Dependent Soil-Pile Interaction." Applied Sciences 9, no. 24 (2019): 5371. http://dx.doi.org/10.3390/app9245371.

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The vibration response of equipment foundation structures is not only affected by the structural stiffness and mass, but also greatly influenced by the degree of a soil-foundation structural interaction. Furthermore, the vibratory performance of equipment foundation structures supported by pile systems largely depends on the soil-pile dynamic stiffness and damping, which are variable in nature within the speed range that machines operate at. This paper reviews a method for evaluating effective soil-pile stiffness and damping that can be computed by Novak’s method or by commercial software (DYN

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Pfeffer, Wendy. "Foundations and Foundation Myths of the Troubadours." Magnificat Cultura i Literatura Medievals 6 (December 8, 2019): 185. http://dx.doi.org/10.7203/mclm.6.14815.

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A review of several origin myths relating to the creation of medieval Occitan lyric poetry. We see a preference for a “great man theory” of origins, though the “great man” may be a fictional woman. Medieval and early Renaissance Occitan authors, including Uc de Saint Circ, Guilhem Molinier, and Jean de Nostredame, used differing origin myths to validate literature in a language that was perceived not to carry the prestige of twelfth- and thirteenth-century Latin or fifteen- and sixteenth-century French.

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Dixon, Michael, Bob Sang, and Andy Cowper. "Firmer foundations: the potential of foundation PCTs." British Journal of Healthcare Management 11, no. 11 (2005): 329–31. http://dx.doi.org/10.12968/bjhc.2005.11.11.329.

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IANCU, MIHNEA, and FLORIAN RABE. "Formalising foundations of mathematics." Mathematical Structures in Computer Science 21, no. 4 (2011): 883–911. http://dx.doi.org/10.1017/s0960129511000144.

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Over recent decades there has been a trend towards formalised mathematics, and a number of sophisticated systems have been developed both to support the formalisation process and to verify the results mechanically. However, each tool is based on a specific foundation of mathematics, and formalisations in different systems are not necessarily compatible. Therefore, the integration of these foundations has received growing interest. We contribute to this goal by using LF as a foundational framework in which the mathematical foundations themselves can be formalised and therefore also the relation

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Ida Bagus Bayu Brahmantya. "PENGATURAN KEKAYAAN YAYASAN DITINJAU DARI PASAL 6 UNDANG-UNDANG NOMOR 16 TAHUN 2001 TENTANG YAYASAN." Kerta Dyatmika 21, no. 2 (2023): 48–56. https://doi.org/10.46650/kd.v21i2.1441.

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Article 6 of Law Number 16 of 2001 concerning Foundations stipulates that “afoundation is obliged to pay all costs or expenses incurred by its organs in the courseof performing the foundation’s duties.” However, this provision is open to multipleinterpretations, particularly with respect to the terms “costs” and “expenses,” whichlack a clear and detailed definition within the statute. The purpose of this study is toanalyze the legal framework governing the assets of foundations under Indonesianfoundation law and to examine the foundation’s obligation to cover any costs orexpenses incurred by i

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Fan, Meiling, Lunliang Duan, Duoyin Wang, Bolin Zhan, and Linhong Shen. "Experimental Study on Mechanical Behavior of Skirt–Pile Foundations in Saturated Clay under Horizontal Load." Applied Sciences 14, no. 8 (2024): 3345. http://dx.doi.org/10.3390/app14083345.

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Skirt–pile foundations have gained widespread attention in the field of offshore engineering due to their ease of installation and high bearing capacity. In this study, the ultimate bearing capacity, pile bending moment distribution and development, cumulative deformation characteristics, and cyclic stiffness development of skirt–pile foundations were investigated using physical model tests. The experimental results indicate that the ultimate bearing capacity and deformation resistance of the foundation can effectively be improved by increasing the skirt diameter. The cumulative deformation of

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Zulkarnain, A. "The Essence of Ownership Rights of College Foundation in Social Justice Perspective." Kanun Jurnal Ilmu Hukum 23, no. 1 (2021): 117–32. http://dx.doi.org/10.24815/kanun.v23i1.19054.

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This research is based on the essence of the ownership rights of higher education foundations in the perspective of social justice. By looking at several facts related to ownership rights and institutions and their management. This research method is normative with a philosophical approach, laws, theories/concepts, and cases. The data used are secondary data in the form of primary and secondary legal materials. The results show that ownership rights to tertiary institutions are public/community ownership rights that are responsible for trust, not those of the founders, supervisors, administrat

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Seregin, Nikolai. "Comparative analysis of the cost of foundations of various types." E3S Web of Conferences 549 (2024): 04016. http://dx.doi.org/10.1051/e3sconf/202454904016.

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The article discusses two methods of calculating bases. The loads of the impact of the foundation on the base are analyzed. The task of calculating the foundation is set. The order of accounting of the foundation depending on the type of foundation is considered. The types of foundations are described. The structural and geometric parameters of the foundations are given. The manufacturing technologies of drilling concrete piles and drilling-mixing cement-ground piles are considered in detail. The results of the study of various types of foundations are presented. A comparative comprehensive an

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Sularto, Mr. "Kegiatan Yayasan Setelah Berlakunya Undang-Undang Nomor 16 Tahun 2001 tentang Yayasan di Daerah Istimewa Yogyakarta." Mimbar Hukum - Fakultas Hukum Universitas Gadjah Mada 21, no. 1 (2012): 187. http://dx.doi.org/10.22146/jmh.16258.

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This research is meant to examine the foundations activities, especially the ones concerning with the implementation of the adjustment of the foundation’s statutes and their constraints as well as their entries which are in accordance with the aims and purposes of the foundations as written in the statutes. The answers of the problems were taken from the library and field research. The library research was done by perusing primary, secondary, and tertiary law materials with documents as their instruments. The field research was conducted by distributing questionnaire to the staff of the founda

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Cahyo Hening Wahyu Rino. "Collection of Foundation Assets That Disbanded Due to Bankruptcy in Company Law." JUSTICES: Journal of Law 3, no. 3 (2024): 144–54. http://dx.doi.org/10.58355/justices.v3i3.108.

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The Foundation is a legal entity to which the rights and obligations provided for by the Legislation are attached. Law Number 28 of 2004 concerning Foundations regulates the establishment of the Foundation's legal entity until the dissolution of the Foundation. One of the reasons for the dissolution of the Foundation was bankruptcy, and after the Foundation was declared bankrupt by the court, the Foundation's assets had to be liquidated by liquidators or curators. In this paper, a problem formulation is put forward, namely how to reserve the assets of a Foundation that was dissolved due to ban

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Grumo, Marco. "An empirical analysis of grant-monitoring systems in corporate foundations: Organizational complexity and monitoring mechanisms around the world." Corporate Ownership and Control 16, no. 1 (2018): 87–93. http://dx.doi.org/10.22495/cocv16i1art9.

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The present research studies the grant-monitoring process in corporate foundations. This process represents a crucial activity because it influences both the effectiveness of grant implementation and the corporate foundation’s reputation. Despite this, specific literature is rare, especially regarding the antecedents of corporate foundations’ efforts in grant monitoring, project complexity, and corporate foundations. This paper is aimed at filling the literature gap by assessing the relationship between the (organizational) complexity of the financed project and the monitoring mechanisms put i

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Arbain, Muhammad, and Badrut Tamam. "REORIENTASI KURIKULUM PAI DI MADRASAH: STUDI ANALISIS LANDASAN PENGEMBANGAN KURIKULUM PENDIDIKAN AGAMA ISLAM." Reflektika 12, no. 1 (2017): 38. http://dx.doi.org/10.28944/reflektika.v13i1.69.

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Islamic religious education curriculum must have a strong foundation in its development process. The foundation plays important role to maintain the curriculum. Therefore, the curriculum developers need to establish a firm foundation in curriculum development used in madrasahs. This paper employs descriptive-analysis method in finding the foundations of the curriculum. Result shows that there are seven basic foundations in developing the curriculum, theological foundation (religion), philosophical foundation, ideological foundation, psychological foundation, sociological foundation, science an

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Isrok, Mohammad, and Radhityas Kharisma Nuryasinta. "Typology of Strengthening Foundations as Successor to Old Foundations Post Regime Law on Foundations." Indonesia Law Reform Journal 3, no. 1 (2023): 26–41. http://dx.doi.org/10.22219/ilrej.v3i1.24323.

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After the Law on Foundations was formed, every Foundation that existed before the enactment of the Law was obliged to adjust its Articles of Association with the provisions of the Law on Foundations. If not, there will be legal consequences for foundations that have not made adjustments, or in other words, the foundation will be legally weak and will also have an impact on the assets/wealth of the foundation. The purpose of this study is to find out the legal implications for new foundations that do not comply with the Foundation Law, as well as find out the typology of strengthening foundatio

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Jung, Tobias. "Foundations in the U.K.: Organizations and Nations in a State of Flux." American Behavioral Scientist 62, no. 13 (2018): 1933–55. http://dx.doi.org/10.1177/0002764218773450.

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In the absence of a legal foundation form, and with differing national legal contexts, researching U.K. foundations presents major conceptual and practical challenges. This article maps and critically discusses the U.K. foundation landscape; it highlights the blurred boundaries of foundations as an organizational form and outlines the different expressions of charity laws that foundations face across the U.K.’s constituent parts. Examining data on foundation characteristics, the article shows that although data on foundations indicate that the organizational characteristics and activities of U

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Zhussupbekov, Askar, Assel Sarsembayeva, Baurzhan Bazarov, and Abdulla Omarov. "Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions." Applied Sciences 15, no. 14 (2025): 7893. https://doi.org/10.3390/app15147893.

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This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these limitations, a hybrid foundation was developed that integrates an inverted conical base with a central pile shaft and a rolling joint interface between the foundation and the superstructure. Laboratory model tests, full-scale

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Pidlutskyi, Vasyl. "Investigation of the impact of complex loading on the shallow foundations and the formation of a reactive layer in the soil base." Bases and Foundations, no. 45 (December 23, 2022): 55–67. http://dx.doi.org/10.32347/0475-1132.45.2022.55-67.

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The effect of a complex load on the shallow foundations, features of pressure transfer to the base soil, formation of a reactive layer in the soil base, features of determining the dimensions of the sole of square and rectangular foundations, as well as the character of the reinforcement of the foundations and the dependence of the reinforcement of the foundation sole on the stress formed under it were studied . Particular attention is paid to the action of various combinations of complex loads on the foundation, which can lead to separation of the foundation sole and, as a result, to its over

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Schurz, Gerhard. "Optimality justifications: new foundations for foundation-oriented epistemology." Synthese 195, no. 9 (2017): 3877–97. http://dx.doi.org/10.1007/s11229-017-1363-6.

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Samir, Parmar, and Patel R.M. "Bearing Capacity of Isolated Square Skirted Foundation on Cohesionless Soil: An Experimental and Analytical Study." Journal of Advances in Geotechnical Engineering 4, no. 2 (2021): 1–11. https://doi.org/10.5281/zenodo.5229164.

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Skirted foundations are being used increasingly for foundations of offshore structures, the popular name of that foundations is bucket foundations. The provision of skirts on the periphery of shallow foundation will result in increasing confinement of soil and hence improvement in state of stress as well as soil structure interaction. The present paper describes study of model square skirted foundation for axial loads in cohesionless soils. The parameters like aspect ratio of skirt (skirt length), skirt angle α, depth of placement of foundation are considered in experiments and compared

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Braut Filipović, Mihaela. "ZAKLADA KAO (VEĆINSKI) ČLAN TRGOVAČKOG DRUŠTVA." Pravni vjesnik 36, no. 3-4 (2020): 247–68. http://dx.doi.org/10.25234/pv/9561.

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There is a new phenomenon in corporate governance of companies – foundations as shareholders. Foundations are traditionally held as legal entities which strive to accomplish a public or charitable purpose. However, modern practice highlights foundations which control companies (foundation-owned companies) or invest in them, thus becoming shareholders. Denmark, the Netherlands, Germany and many other countries both in the European Union and outside are a home to big successful companies under the control of foundations. In this new form of corporate governance, relation between management of fo

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Ming, Wang, and Xu Yushan. "Foundations in China." China Nonprofit Review 2, no. 1 (2010): 19–51. http://dx.doi.org/10.1163/187650910x12605098378978.

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AbstractFoundations are rooted in public interest; they are built from wealth; they are a form of involvement in the public interest for the wealthy; they represent a systemic arrangement in which society may, through organizing, compel the rich to express their concern for society through public-interest donations to the poor; and they are a legal form in which, in the name of the public interest, wealth can be redistributed and perpetuated. After defining foundations, offering a classification, and discussing foundations’ properties, this article endeavors to examine the historical developme

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Brody, Deborah, and Carol Strauch. "Who Are the Family Foundations' Findings from the Foundation Management Survey." Family Business Review 3, no. 4 (1990): 337–46. http://dx.doi.org/10.1111/j.1741-6248.1990.00337.x.

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The Council on Foundations surveys American foundations biennially about their staff, policies, and operations. This report presents the data from the 1990 survey, focusing on the 39 percent of the sample that have been defined as family foundations. The analysis finds that family foundations differ from the general population of foundations in average size, board composition, limits on board service, and work demands on staff and trustees. The authors suggest questions for further research.

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Safaryan, Vage S. "FREESTANDING FOUNDATION WITH STEPPED BASE. RESULTS OF A FULL-SCALE EXPERIMENT." Architecture, Construction, Transport, no. 4(106) (2023): 17–25. http://dx.doi.org/10.31660/2782-232x-2023-4-17-25.

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Despite the large number of existing solutions, the issue of optimizing the structure of freestanding shallow foundations is still relevant because of poorly studying. The object of the study is foundations with stepped base. To confirm the efficiency of these foundations, we conducted three different experiments: digital modelling, laboratory tests and full-scale experiment. First, the foundations were compared in terms of absolute settlement. In each of the experiments, the foundation with a stepped base was more efficient than its flat-base analogue (by about 30 %). During the full-scale ex

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Bin, Jia, Ziwei Huang, Junpeng Wu, Panyu Pan, and Liping Jing. "Influence of Rocking Shallow Foundation Parameters and Analysis of Seismic Response Characteristics." Buildings 14, no. 12 (2024): 3788. http://dx.doi.org/10.3390/buildings14123788.

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Rocking shallow foundations interrupt the seismic transmission path from the base of the structure and possess advantages, such as effective seismic isolation, self-resetting capabilities post-earthquake, and low costs. A numerical model of the rocking shallow foundation was developed in OpenSees (version: Opensees 3.5.0) based on field test data using numerical simulation. The effect of different parameters (column height, foundation sizes, top mass, and soil softness and stiffness) on the seismic response characteristics of rocking shallow foundations is investigated, and the seismic respons

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Liu, Chun Yuan, Man Li, and Yu Liu. "Deformational Influence of Foundation Pit on Foundations of Style Constructions." Advanced Materials Research 671-674 (March 2013): 353–56. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.353.

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This paper analyzes the foundation excavation influence on construction foundations. The whole process of typical foundation excavation is simulated with the large-scale software-ABAQUS. The outer soil settlement is systematically analyzed. The incline value of masonry structure foundations is 0.00091m, which is less than 0.002m in the standard. It meets the requirements. So the deformational influence of the foundation pit on f construction foundations can be ignored.

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Rosenbaugh, Scott K., Jennifer D. Schmidt, and Ronald K. Faller. "Development of Socketed Foundatio for Cable Guardrail Posts." Transportation Research Record: Journal of the Transportation Research Board 2521, no. 1 (2015): 128–36. http://dx.doi.org/10.3141/2521-14.

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This study developed socketed foundations for two cable guardrail posts, the S3×5.7 and the Midwest weak post (MWP). The design efforts focused on developing cylindrical, reinforced concrete foundations with a steel tube embedded in the top center to create a socket. Foundations were designed to minimize damage and limit foundation displacements to less than 1 in. Satisfying these criteria ensured that damaged barrier posts could be replaced without the need for repairing or resetting the foundation. The foundations were evaluated for three soil types (weak soil, strong soil, and an asphalt mo

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Zhu, Shezhou, Xu Li, Yi Li, Hemei Sun, and Xin Kang. "Thermo-Mechanically Coupled Settlement and Temperature Response of a Composite Foundation in Complex Geological Conditions for Molten Salt Tank in Tower Solar Plants." Processes 12, no. 11 (2024): 2602. http://dx.doi.org/10.3390/pr12112602.

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The degradation of complex geological structures due to thermo-mechanical cycling results in a reduction in bearing capacity, which can readily induce engineering issues such as uneven settlement, cracking, and even the destabilization of the foundations of molten salt storage tanks. This study establishes a foundational model for a molten salt storage tank through the use of COMSOL Multiphysics and conducts a numerical simulation analysis to evaluate the settlement deformation and temperature distribution of the foundation under the influence of thermo-mechanical coupling. Concurrently, the r

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Ziolkowski, Patryk, Sebastian Demczynski, and Maciej Niedostatkiewicz. "Assessment of Failure Occurrence Rate for Concrete Machine Foundations Used in Gas and Oil Industry by Machine Learning." Applied Sciences 9, no. 16 (2019): 3267. http://dx.doi.org/10.3390/app9163267.

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Concrete machine foundations are structures that transfer loads from machines in operation to the ground. The design of such foundations requires a careful analysis of the static and dynamic effects caused by machine exploitation. There are also other substantial differences between ordinary concrete foundations and machine foundations, of which the main one is that machine foundations are separated from the building structure. Appropriate quality and the preservation of operational parameters of machine foundations are essential, especially in the gas and oil industry, where every disruption

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Xiao, Zhong, Yan Wang, Ying Liu, et al. "Formulas for Uniaxial Capacities of Tetrapod Bucket Foundations Considering Group Effects in Undrained Clay." Applied Sciences 12, no. 11 (2022): 5353. http://dx.doi.org/10.3390/app12115353.

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Suction bucket foundation is a novel and cheaper foundation used in marine structures, such as offshore wind turbines, breakwater and oil platforms. Compared with a single bucket foundation, tetrapod bucket foundations can bear larger loads because of the group effects. However, the vertical, horizontal and moment capacity factors of tetrapod bucket foundations have not been presented in existing specifications. A series of three-dimensional finite-element analyses were conducted to investigate the group effects on uniaxial capacities and failure mechanisms of tetrapod bucket foundations in un

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Wang, Bin, Tianqing Qin, Changfeng Yuan, Liang Li, Minghui Yuan, and Ying Li. "Analysis of Bearing Performance of Monopile and Single Suction Bucket Foundation for Offshore Wind Power under Horizontal Load." Geofluids 2022 (June 8, 2022): 1–15. http://dx.doi.org/10.1155/2022/4163240.

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In conjunction with the geological conditions of the East China Sea, the bearing performance of monopile and single-suction bucket foundations is compared and analyzed in shallow and deep-sea conditions under static horizontal loads. Furthermore, the statistical data of wind and wave from 2010 to 2020 in the East China Sea were tabulated into amplitude curves applied to the two foundations in the form of dynamic loads, and the bearing performances of the two foundations under dynamic loads were analyzed. The results show that the typical suction bucket foundation for a wind turbine currently d

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Dębińska-Domagała, Katarzyna. "Reforma prawa fundacyjnego w poglądach Henryka Ciocha." Przegląd Sejmowy 4(165) (2021): 159–74. http://dx.doi.org/10.31268/ps.2021.52.

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Among the rich and diverse scientific activities conducted by Henryk Cioch, foundation law occupies a special place. This subject matter became the focus of the Professor’s interest since the Law on Foundations came into force. A characteristic feature of his work was a critical and innovative approach to statutory provisions regulating the functioning of the foundation. The whole scientific output of Henryk Cioch allows us to conclude that he postulated the need for a reform of foundation law. The purpose of this article is to analyse the views expressed by Henryk Cioch on the necessity to ma

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