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  1. 21

    Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation by Qiang Zhou, Tong Wang

    Published 2019-01-01
    “…As the foundation stiffness increases, the first wave number, sometimes together with the second one, firstly decreases to zero at the critical foundation stiffness and then increases after this point.…”
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  2. 22

    Calculation and Analysis of Nonlinear Algorithm for Stability of Nanosilica Powder Soft Soil Pile Foundation by Jinbo Sun, Li Guo, Liang Gong, Fei Zheng, Hao Hao

    Published 2022-01-01
    “…In order to reasonably evaluate the stability of the embankment supported by the rigid pile composite foundation, a nonlinear algorithm calculation and analysis method for the stability of the nanosilica powder soft soil pile foundation is proposed. …”
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    Article
  3. 23

    Experimental Investigation of Thermal Modal Characteristics for a Ship’s Foundation under 300°C by Zheyu Ding, Hongbai Bai, Yiwan Wu, Yue Zhu, Yichuan Shao

    Published 2019-01-01
    “…High-temperature environment will significantly influence the mechanical properties (such as elastic modulus and stiffness) of the ship’s foundation. These properties will have a serious impact on the inherent vibration characteristics of the foundation. …”
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    Closed-form analysis of a thermally loaded single-layer system on a rigid foundation by Linn, Debora, Becker, Wilfried

    Published 2025-01-01
    “…A closed-form analytical model of a single layer with a linear elastic material behavior on a rigid foundation subjected to thermal loading is investigated. …”
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  6. 26

    Iterative Method for Solving the Second Boundary Value Problem for Biharmonic-Type Equation by Dang Quang A., Nguyen Van Thien

    Published 2012-01-01
    “…In this paper, using the technique developed by ourselves in recent works, we construct iterative method for the second BVP for biharmonic-type equation, which describes the deflection of a plate resting on a biparametric elastic foundation. …”
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    Impact of Financial Literacy on Saving Decisions: Insight from Aseman Project Operated by Barkat Foundation by VAhid Moghadam, Hadi Amiri, Sahar Baharipour, Fatemeh Bagheri, Parisa GHasemian

    Published 2024-06-01
    “…This result provided support for the second hypothesis, demonstrating that membership in Aseman microfinance funds enhanced the participants' saving attitudes. …”
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  10. 30

    William Robertson’s Unfinished History of America. The Foundation of the British Empire in North America and the Scottish Enlightenment by Florence Petroff

    Published 2019-04-01
    “…It explores the other designs of this narrative of the foundation of the first English colonies in North America. …”
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    Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw by Chuntao Feng, Zhihe Cheng, Lei Zhu

    Published 2022-01-01
    “…These results can provide certain reference for deep foundation pit projects in alpine areas.…”
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  14. 34

    Foundation Treatment Assessment and Postconstruction Settlement Prediction of a Loess High Fill Embankment: A Case Study by Caihui Zhu, Xiaosong Zhou, Songhe Wang

    Published 2020-01-01
    “…The design of high fill embankments (HFEs) on the loess plateau requires proper foundation treatment methods and reasonable prediction of postconstruction settlement (PCS). …”
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    Undrained bearing capacity of obliquely-eccentrically loaded shallow foundations overlying a heterogeneous and inherently anisotropic clay deposit by Maedeh Nasiri Pishvari, Hessam Fathipour, Suraparb Keawsawasvong, Boonchai Ukritchon, Meghdad Payan, Reza Jamshidi Chenari

    Published 2025-01-01
    “…Such non-monotonic responses can significantly impact the stability analysis and design of overlying shallow foundations. In this study, the undrained bearing capacity of shallow foundations resting on inhomogeneous and anisotropic clay layers subjected to oblique-eccentric combined loading is investigated through a comprehensive series of finite element limit analysis (FELA) based on the well-established lower-bound theorem and second-order cone programming (SOCP). …”
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