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Journal articles on the topic 'Foundation study'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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1

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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2

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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3

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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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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5

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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6

Farah Kamila, Balqis, and Andryan Andryan2. "Legal Responbility for Violations in the Appointment of Foundation Management (A Study of Decision No.454/Pdt.G/2022/Pn.Mdn)." Journal of Law, Politic and Humanities 4, no. 6 (2024): 2097–108. https://doi.org/10.38035/jlph.v4i6.778.

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A foundation is a legal entity that has a management structure to oversee its activities. Serving as an organ of the foundation's legal body is not easy; every action taken by the management must be based on the Foundation's Articles of Association/House Rules and must not exceed the authority granted, in accordance with the provisions of the foundation law. Therefore, if there are multiple decisions regarding the appointment and management of the foundation, they must comply with the applicable regulations, raising concerns if there is more than one decision with different issuances. This res

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7

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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8

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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9

Giorgetti, Stefano, Alessandro Giorgetti, Reza Tavafoghi Jahromi, and Gabriele Arcidiacono. "Machinery Foundations Dynamical Analysis: A Case Study on Reciprocating Compressor Foundation." Machines 9, no. 10 (2021): 228. http://dx.doi.org/10.3390/machines9100228.

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A faulty dynamical interaction between a machine and a foundation can lead to unexpected and dangerous failures, impacting human lives and the environment. Some machines, as reciprocating compressors, have a low rotation speed; this can lead to dangerous frequency for the foundation blocks. For this reason, a careful analysis shall be done during the design phase to avoid the range of the frequency of resonances and low vibration speeds. Designers can approach this problem by relying both on Analytical Theory and Finite Element Analysis. This article compares these methods by studying the dyna

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10

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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11

Selvianah, Shely, and Heru Susetyo. "THE LEGAL POSITIN OF ADJUSTMENT OF THE DEED MADE WITHOUT INVOLVING ONE OF THE FOUNDING PARTIES OF THE FOUNDATION (Case Study of Decision Number 1/ Pdt. G/2020/PN. Bau)." Pena Justisia: Media Komunikasi dan Kajian Hukum 23, no. 2 (2024): 490. http://dx.doi.org/10.31941/pj.v23i2.3842.

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<p><em>The Articles of Association of the Foundation in its rules can be changed except regarding the purpose and objectives of the foundation. Amendments to the foundation’s articles of association are carried out with the application submission procedures. They are regulated in Article 15 to Article 23 of Law Number 16 of 2001 concerning foundations. The foundation’s founder is one of the parties that plays an important role in every action. Moreover, Article 28 paragraph 4 of the Foundation Law states that if the Foundation for any reason no longer has a Trustee, no later than w

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12

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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13

Jayesh, Magar, Kudtarkar Adit, Pachpohe Jayant, and Nagargoje Pranav. "Study and Analysis of Types of Foundation and Design Construction." International Research Journal of Engineering and Technology 7, no. 8 (2020): 3301–7. https://doi.org/10.5281/zenodo.3995061.

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14

Wang, Feifei, Jinggan Shao, Wenkai Li, Yafei Wang, Longfei Wang, and Honglin Liu. "Study on the Effect of Pile Foundation Reinforcement of Embankment on Slope of Soft Soil." Sustainability 14, no. 21 (2022): 14359. http://dx.doi.org/10.3390/su142114359.

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In order to study the working mechanisms of pile foundations applied to embankment engineering on weak slope foundations, a finite element model of embankment on weak slope foundation reinforced by a pile foundation is established. The influence of the position and the length of the pile foundation on the stability of the embankment is studied, and the mechanical response of the pile foundations are also studied. The results show that the different positions of the pile foundation have great influence on the safety factor and deformation of the embankment. The safety factor varies greatly from

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15

Sitthivong, Phouthamala. "Study of Determination Settlement of Shallow Foundations in Case of sufficient Foundations Load Bearing Capacity in Clay Layers and 2D Modeling by Finite Element Method Case Study: (Ban Donmai Campus, Souphanouvong University)." Souphanouvong University Journal Multidisciplinary Research and Development 9, no. 1 (2024): 234–42. http://dx.doi.org/10.69692/sujmrd0901229.

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The purpose of this research study was to study the behavior and Study of determination settlement of shallow foundations in case of sufficient foundations load bearing capacity in clay layer and 2D modeling by Finite Element Method (FEM). The wash boring was performed and the Undisturbed Sample soil was sampled to obtain the basic soil properties in the laboratory according to the 7.5 - 10 m the soil excavation characteristics from the actual construction at the level of excavation from 1 - 1.45 meters, For 1.5 x 1.5 m foundations and 2 x 2 m foundations. In addition, the bearing capacity of

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16

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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17

Rey-Garcia, Marta, Javier Martin-Cavanna, and Luis Ignacio Alvarez-Gonzalez. "Assessing and Advancing Foundation Transparency: Corporate Foundations as a Case Study." Foundation Review 4, no. 3 (2012): 77–89. http://dx.doi.org/10.4087/foundationreview-d-12-00003.1.

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18

Al dabi, Sajjad Kamel, and Bushra Suhale Albusoda. "Skirted Foundation, Performance, Mechanism, and Limitations: A Review Study." Journal of Engineering 30, no. 10 (2024): 102–21. http://dx.doi.org/10.31026/j.eng.2024.10.06.

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Semi-deep foundations are a viable option when the soil under the foundation is loose and extended to a significant depth, also, when traditional methods of improvement are not feasible applying piles would not be a practical choice due to their high cost and time-consuming installation process. Skirted foundations are a sort of semi-deep foundation that can penetrate the soil to a depth that is twice their width. Skirted foundations, in which a vertical or inclined wall surrounds one or more sides of the soil mass under the footing, are recommended methods to increase the soil's bearing capac

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19

Ojha, Devesh, and Rajendra Kr Srivastava. "Structural Design of Raft Foundation - A Case Study of Lucknow Region in Uttar Pradesh, India." Journal of Mechanical and Construction Engineering (JMCE) 1, no. 2 (2021): 1–22. http://dx.doi.org/10.54060/jmce/001.02.003.

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In this age of rapid growth in population in India, there is a scarcity of land in prime locations, especially in metro cities of the country. To overcome this problem, we are moving towards vertical constriction. The main problem in moving towards vertical construction is the foundation system, if the foundation system in high-rise buildings is not planned and designed smartly and economically then there are different problems related to the foundation system that is going to arise, the soil in that area also plays a very important role in designing of the economical and stable foundation sys

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20

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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21

Marfuah, Marfuah, Alifia Rachma Diani, and Chivalrind G. Ayuntari. "FAKTOR DETERMINAN PENGUNGKAPAN SUKARELA OLEH YAYASAN DI INDONESIA." Media Riset Akuntansi, Auditing & Informasi 21, no. 1 (2021): 1. http://dx.doi.org/10.25105/mraai.v21i1.7339.

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<p><em>The purpose of this study was to determine the effect of donations, restricted funds, organizational size, and age of the organization age on the voluntary disclosure of the foundation. All foundations in Indonesia are the population in this study. The sample of this research is foundations in Indonesia that submit financial reports via the internet between 2013-2019 and have complete data. Based on these criteria, 114 financial reports were obtained as the research sample. The results of this study prove that restricted funds and organizational size have a significant posit

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22

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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23

Srinivasamurthy, Sharath, Shigeo Yoshida, and Shotaro Watanabe. "Comparative Study on Wave Elevations Downstream of Monopile- and Jacket-Mounted Offshore Wind Turbines." Journal of Marine Science and Engineering 13, no. 4 (2025): 661. https://doi.org/10.3390/jmse13040661.

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Offshore wind turbines, especially the fixed-bottom type, have been commercialized and installed in recent years. Generally, an offshore sub-structure such as a monopile or a jacket foundation is adopted to secure offshore wind turbines. There have been concerns raised by surfers regarding the reduction in wave elevations downstream due to the installation of offshore sub-structures in the sea. This study is therefore dedicated to understanding the near-field and far-field wave effects of fixed-bottom foundations. To this end, 1.6% scale models of a (i) monopile foundation and (ii) jacket foun

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Handayani, Sri, Mustachsana Qurrotu ‘Ainy, Warohmah Iftitiyani, and Khuriyah Khuriyah. "Landasan Kurikulum Indonesia dalam Sistem Pendidikan dengan Studi Literatur." TSAQOFAH 4, no. 6 (2024): 4333–44. https://doi.org/10.58578/tsaqofah.v4i6.4227.

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The curriculum is a main element in education that influences all educational activities. With its very important strategic role, curriculum development must be carried out carefully and not haphazardly. This process requires a solid foundation, supported by thorough research and deep thinking. This research aims to understand the foundations of curriculum development in Indonesia. In general, four foundations will be discussed in this study, namely the philosophical foundation, psychological foundation, sociological foundation, and organizational foundation. The method used is literature stud

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25

Maulana, Muhammad Iqbal, Grasia Kurniati, and Rani Apriani. "Legal Liability By Organs of Social and Humanitarian Foundations Against Misuse of Foundation Funds." Widya Yuridika 6, no. 1 (2022): 51. http://dx.doi.org/10.31328/wy.v6i1.3848.

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Foundation is a legal entity that is functionally a means to carry out social activities which was established with the intention of improving the welfare of others and not for commercial purposes or for profit. A foundation as a legal entity has its own assets that are separate from the assets of its management. The foundation's source of funds can come from donations or donations from third parties or from business activities carried out by the Foundation. Where the wealth is used to carry out its activities, besides that the foundation also requires funds to meet its operational needs for t

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26

Guo, Yuancheng, Chenyu Lv, Siqiang Hou, and Yunlong Liu. "Experimental Study on the Pile-Soil Synergistic Mechanism of Composite Foundation with Rigid Long and Short Piles." Mathematical Problems in Engineering 2021 (May 4, 2021): 1–15. http://dx.doi.org/10.1155/2021/6657116.

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The rigid long-short-pile composite foundation has been increasingly used as an effective and low-cost reinforcement method. The pile-soil interaction in this foundation type is more complicated than that in the equal-length pile composite foundation. In this study, several physical model tests were conducted to investigate the pile-soil synergistic mechanism of the rigid long-short-pile composite foundation. A comparative analysis was conducted of the static load test data of single-pile and long-short pile composite foundations to assess the load-bearing characteristics and stiffness evoluti

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27

Mennanov, E., S. Rodin, Jafer Kalafatov, and Yu Boguckiy. "PLANNING AN EXPERIMENT IN THE STUDY OF THE FORCE INTERACTION OF FOUNDATIONS WITH A SOIL BASE." Construction and industrial safety, no. 34 (October 29, 2024): 31–37. https://doi.org/10.29039/2413-1873-2024-34-31-37.

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The article presents the results of studies of foundation models when breaking along inclined sections and in the form of punching. For rational planning of experiments, a large combination square was constructed, consisting of 25 medium-sized squares corresponding to all combinations of two factors (cubic strength of concrete and reinforcement coefficient). Each of the 25 middle squares, in turn, consists of 25 cells, corresponding to all possible combinations of other factors: the height of the foundation slab and the relative overhang of the cantilever part. Experimental studies were carrie

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Li, Wu, Jinzhang Zhang, Hui Chen, Jiaze Ni, and Dongming Zhang. "Quantitative Study on the Impact of Surcharge on Nearby Foundations." Buildings 14, no. 6 (2024): 1596. http://dx.doi.org/10.3390/buildings14061596.

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Situated within the context of a soft ground foundation at an iron ore mining site, this study investigates the impact of substantial surcharges on the settlement of such foundations and the adjacent infrastructure. By employing the finite-difference numerical software FLAC3D 6.0, a series of three-dimensional simulations were conducted to assess the stress response and deformation of gallery pile foundations, shallow foundations, and mine shed pile foundations to step loading. This study integrates the analysis of soil strength augmentation under considerable stress and its attenuation charac

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29

Eagan, J. Vincent. "The Anchor Foundation: A Tax Case Study In The Use Of Foundations By Adversarial Groups." Journal of Business Case Studies (JBCS) 12, no. 4 (2016): 145. http://dx.doi.org/10.19030/jbcs.v12i4.9791.

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This case study reviews the Anchor Foundation, a private 501(c)(3) foundation associated with the Socialist Workers Party (SWP), a small radical organization. Anchor Foundation made a major sale of real estate that was donated to the Foundation. The case raises issues under the tax rules covering private foundations of "disqualified persons," fiduciary duty of care, excessive compensation, disclosure of contributors, political expenditures, and disclosures in the Form 990s.

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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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Nagappa, Vijaykumar. "Experimental Study of Bearing Capacity Bridge Foundation Determination." ECS Transactions 107, no. 1 (2022): 891–98. http://dx.doi.org/10.1149/10701.0891ecst.

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Ethiopia is almost mountainous and hilly in topography, with many rivers flowing from the cities' centers. To facilitate transportation, a bridge across the Berbere Wonze River must be built. The bearing capacity of foundation soil is important for foundation design because it can carry heavy loads from the superstructure. The primary goal of this experimental geotechnical investigation is to determine the bearing capacity of foundation soil for the design of bridge foundation at Berbere Wonze River in Amahara Region South Wollo, Kombolcha, Ethiopia. The foundation investigation work includes

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32

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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33

Dalal, P. H., M. Patil, T. N. Dave, and K. K. R. Iyer. "A Soil-Structure Interaction Study using Sustainable Structural Fill below Foundations." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1555–62. http://dx.doi.org/10.38208/acp.v1.688.

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Structural fill is utilized to improve the bearing capacity and reduce settlement below foundations supported on weak soils or when foundations are supported on filled up soil. The present study evaluates the potential application of municipal solid waste finer fraction (MSW-FF) as a sustainable structural fill material. The finer fraction constitutes significant proportion of old landfill waste in cities, and do not easily find applications as compared to the other fraction of old waste. The present work determines the engineering properties of MSW-FF. A detailed assessment has also been carr

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34

Zeng, Chang Nv, Fei Zhou, and Wen Li Tian. "The Field Test Study of Interaction between Structure and Foundation." Applied Mechanics and Materials 90-93 (September 2011): 2343–46. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.2343.

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The field tests of interaction between structure and foundation were carried out in the present work which was quite different from the traditional divided method. The field experiments were done by using 20 pressure box and 3 inductance magnet rings in each survey hole. Through the tests data the mechanism of the foundation pressure and the distribution of layer settlement were studied. It is shown that there is an ultimate value as to the contribution of upper structure stiffness. The foundation pressure increases with the construction of building. But it will lead to a steady value from som

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35

Ren, Xin, and Li-an Wang. "Study on the Time Domain Semi Analytical Method for Horizontal Vibration of Pile in Saturated Clay." Applied Sciences 14, no. 2 (2024): 778. http://dx.doi.org/10.3390/app14020778.

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Under the framework of Biot porous media theory, a fractional order Kelvin model is used to describe the rheological effects of soil skeletons, and a coupled vibration model of saturated clay and a pile foundation is constructed. The Laplace transform is used to derive the analytical solution of the control equation in the transformation domain, and then the time–domain solution is obtained through numerical inversion. By analyzing numerical examples, the displacement and internal force response of pile foundations under horizontal vibration loads, as well as the influence of parameters, are s

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Salih, Salah M. "Suggesting Some Criteria for The Foundations of Oil Tanks." Journal of Petroleum Research and Studies 15, no. 2 (2025): 195–211. https://doi.org/10.52716/jprs.v15i2.952.

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The tank foundation serves as a support base for oil tanks, ensuring their stability by withstanding the tank's weight. Foundation failure commonly occurs when it cannot support the tank's weight or when the soil's bearing capacity cannot resist the stress imposed by the tank and its foundation. This study aims to ensure the stability of the tank-foundation system by selecting an appropriate foundation system that considers the soil's bearing capacity. The deformation behavior of slab-foundations for tank foundations under different conditions, with the objective of determining the optimal des

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37

Wang, Lian-Hua, Guo-Zheng Sun, Jiang-Bo Xu, Xiong Wu, Xin-Min Hou, and Ze-Min Han. "Study on Arching Mechanism of Bridge Pile Foundation: Taking the Shiyangtai No.1 Bridge as an Example." Buildings 14, no. 1 (2024): 243. http://dx.doi.org/10.3390/buildings14010243.

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The structure of a bridge has certain peculiarities, and its pile foundations are susceptible to uplift or settlement deformation due to various factors. This can result in bridge deck cracking, structural instability, tilting, and even irreversible damage, which significantly impacts the bridge’s stability and driving safety. This study focuses on the Shiyangtai No.1 Bridge and aims to investigate the factors that cause abnormal rise and fall deformations of bridge pile foundations. The study combines macro and micro analysis, physical characteristic testing of the overlying soil under the br

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Hakim, Ahmad Rais, Benni Rusli, and Kartika Dewi Irianto. "Fulfillment of the Rights of Honorary Teachers in View of the Employment Law (Case Study at the Asy-Syarif Sidang Koto Laweh Islamic Boarding School)." JURNAL MAHASISWA YUSTISI 2, no. 2 (2024): 39–42. https://doi.org/10.32832/jurmayustisi.v2i2.976.

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The aim of the Preamble to the 1945 Constitution of the Republic of Indonesia is to make the nation's life more intelligent through education provided by the government and private foundations. In private foundations there are two honorary staff, namely government honorary teachers (PKWT) and foundation honorary teachers who are the focus of researchers, namely bald book teachers. Regarding the government's honorary rights, they are given based on the PKWT law, while the foundation's honorary rights are given by the Foundation in accordance with the labor law on labor, because bald book teache

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Aria Satria. "Implementasi Penerima Dana Santunan Yayasan Menggunakan Metode SAW (Studi Kasus: Yayasan Mdta Nurul Ikhwan)." Jurnal Multimedia dan Teknologi Informasi (Jatilima) 3, no. 01 (2022): 16–23. http://dx.doi.org/10.54209/jatilima.v3i01.145.

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The use of a Decision Support System (DSS) can assist a person in making accurate and targeted decisions. Many problems can be solved by using SPK, one of which is to analyze the recipients of the foundation's annual period of compensation. The method that can be used for this Decision Support System is to use Simple Additive Weighting (SAW). In determining the recipient of foundation compensation, there are many criteria that must be possessed by individuals as a condition for obtaining foundation compensation. Foundations must have criteria to determine who will be selected to receive founda

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Wymysłowski, Michał, and Zygmunt Kurałowicz. "Study of displacements of a bridge abutment using FEM." Studia Geotechnica et Mechanica 38, no. 2 (2016): 61–70. http://dx.doi.org/10.1515/sgem-2016-0020.

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Abstract Steel sheet piles are often used to support excavations for bridge foundations. When they are left in place in the permanent works, they have the potential to increase foundation bearing capacity and reduce displacements; but their presence is not usually taken into account in foundation design. In this article, the results of finite element analysis of a typical abutment foundation, with and without cover of sheet piles, are presented to demonstrate these effects. The structure described is located over the Więceminka river in the town of Kołobrzeg, Poland. It is a single-span road b

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SILVA, R. L. C., G. B. MARQUES, E. N. LAGES, and S. P. C. MARQUES. "Analytical study of cylindrical tanks including soil-structure interaction." Revista IBRACON de Estruturas e Materiais 12, no. 1 (2019): 14–22. http://dx.doi.org/10.1590/s1983-41952019000100003.

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Abstract An analytical study aiming the design of cylindrical liquid storage tanks resting on deformable foundations is developed in this work. The soil under the tanks is modeled as an elastic linear medium. The cylindrical wall is considered rigidly connected to the plate foundation. Here, concrete tanks are emphasized, although the study can be extended to other construction materials. For the analysis of the design forces acting on the tanks, efficient and simplified approximate expressions are derived based on rigorous analytical theories for thin shells and circular plate on elastic foun

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ma, Yibao, Zixi Li, Ga Zhang, and Gang Wang. "Study on new micro-pile structure for reinforcement of shallow foundation." IOP Conference Series: Earth and Environmental Science 1336, no. 1 (2024): 012035. http://dx.doi.org/10.1088/1755-1315/1336/1/012035.

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Abstract Micropiles are widely adopted for reinforcing shallow foundations. A new type of topping micropile structure was proposed in this study. A certain length of the expansion section was added to the upper part of the micropile, which not only retained the cylindrical section of the micropile but also enhanced the limiting effect on the lateral displacement of the soil near the shallow foundation. A comparative centrifugal model test of the new micropile and an ordinary micropile was conducted by applying a vertical load on the foundation. Under the test conditions in this study, the bear

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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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夏, 元军. "Experimental Study on Uplift Behavior of Excavation Foundations in Clay-Silt Foundation." Hans Journal of Civil Engineering 08, no. 07 (2019): 1220–28. http://dx.doi.org/10.12677/hjce.2019.87142.

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Setiyowati, Setiyowati. "JURIDICAL STUDY OF LEASING OF HOSPITAL FOUNDATION ASSETS TO HOSPITALS IN THE FORM OF A LIMITED LIABILITY COMPANY." UNTAG Law Review 6, no. 2 (2022): 59. http://dx.doi.org/10.56444/ulrev.v6i2.3470.

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Law number 28 of 2004 amendments to law number 16 of 2001 concerning foundations, in article 5 paragraph (1) explains that the assets of foundations are stopped or distributed directly or indirectly. In fact, there is a hospital from a foundation which, due to being pressured by the need to improve hospital management, the foundation which manages the hospital business unit forms a pt to manage the hospital business unit. This research discusses the role of a notary in the process of transferring assets from a hospital foundation to a hospital in the form of a limited liability company and wha

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Hnin, Zin May, Nyan Myint Kyaw, and Kyaw Kyaw. "Study on Soil-Foundation Interaction under a Bridge Pier." International Journal of Trend in Scientific Research and Development Volume-3, Issue-1 (2018): 575–81. http://dx.doi.org/10.31142/ijtsrd19008.

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Handayani, Fitria. "PENGARUH LEBAR PONDASI TERHADAP KEDALAMAN MUKA AIR TANAH DI BAWAH DASAR PONDASI DALAM MENENTUKAN BESARNYA DAYA DUKUNG ULTIMIT DAN DAYA DUKUNG AMAN PONDASI MENERUS PADA TANAH LUNAK DENGAN METODE TERZAGHI PADA KONDISI KERUNTUHAN GESER LOKAL." INFO-TEKNIK 22, no. 2 (2021): 195. http://dx.doi.org/10.20527/infotek.v22i2.12386.

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The foundation is the lowest part of the building that continues the load force into the soil or rocks in the soil. Longitudinal foundations are foundations that support elongated walls and rows of closely spaced columns so that if you use a footed foundation, the sides coincide. The design of the foundation must meet the requirements of the safety factor with a value of more than equal to three and the settlement of the foundation is within the tolerance limit. Long-term stability of the foundation must pay attention to the location of the base of the foundation in order to reduce the risk of

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Handayani, Fitria. "PENGARUH LEBAR PONDASI TERHADAP KEDALAMAN MUKA AIR TANAH DI BAWAH DASAR PONDASI DALAM MENENTUKAN BESARNYA DAYA DUKUNG ULTIMIT DAN DAYA DUKUNG AMAN PONDASI MENERUS PADA TANAH LUNAK DENGAN METODE TERZAGHI PADA KONDISI KERUNTUHAN GESER LOKAL." INFO-TEKNIK 22, no. 2 (2021): 195. http://dx.doi.org/10.20527/infotek.v22i2.12386.

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The foundation is the lowest part of the building that continues the load force into the soil or rocks in the soil. Longitudinal foundations are foundations that support elongated walls and rows of closely spaced columns so that if you use a footed foundation, the sides coincide. The design of the foundation must meet the requirements of the safety factor with a value of more than equal to three and the settlement of the foundation is within the tolerance limit. Long-term stability of the foundation must pay attention to the location of the base of the foundation in order to reduce the risk of

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Banerjee, Swapnil, and Dr Palisetti Giribabu. "A Study on Social Responsibility with Reference to ISHA Foundation." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 03 (2024): 1–11. http://dx.doi.org/10.55041/ijsrem29178.

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This project is a comprehensive analysis of the social responsibility initiatives of Isha Foundation, a non-profit spiritual organisation. The paper provides a detailed overview of Isha Foundation’s approach to social responsibility, including Project GreenHands, Action for Rural Rejuvenation, Isha Vidhya, Rally for Rivers, Cauvery Calling and Save Soil initiatives. The analysis draws on relevant frameworks to explain how Isha Foundation social responsibility initiatives are guided by the Triple Bottom Line, the Stakeholder Theory, and the United Nations Sustainable Development Goals. The proj

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Coe, Joseph Thomas, Behnoud Kermani, and Jonathan Nyquist. "Evaluation of Unknown Bridge Foundations Using Borehole-based Nondestructive Testing Methods: A Case Study in Urban Settings." Journal of Environmental and Engineering Geophysics 24, no. 2 (2019): 299–315. http://dx.doi.org/10.2113/jeeg24.2.299.

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There are a significant number of bridges for which information regarding the foundation is missing or incomplete. It is extremely challenging to evaluate the performance of such unknown foundation bridges (UFB), particularly against scour or when their foundations are reused. For critical UFB, it is often necessary to estimate performance by developing an appropriate working model of subsurface foundation conditions. Typically, nondestructive testing (NDT) has served as the most viable alternative due to the costs and risk associated with excavation, coring, and probing. NDT can be quite diff

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