Performance of shallow anchor in ice-rich silt [PDF]
, 2014 Thesis (M.S.) University of Alaska Fairbanks, 2014Shallow anchor systems have been widely used for decades due to their time and cost efficiency. Yet when it comes to cold regions like Alaska, new challenges caused by the harsh environment need to be ...
Lin, Chuang, 林闯
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Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections. [PDF]
Materials (Basel), 2018 Stacul S, Squeglia N.
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Evaluation of lateral capacity for flexible drilled shafts in cohesionless soils. [PDF]
Sci Prog, 2022 Chou SA +4 more
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Laterally Loaded Piles in Clay
, 1992 The ultimate lateral resistance of a pile element moved horizontally can be analyzed by the theory of plasticity. At a certain depth the movements around the pile are purely horizontal and upper bound solutions can be estimated theoretically under undrained circumstances.
Christensen, Helle, Niewald, Gitte
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杭と地盤の非線形性を考慮した単杭の設計法に関する研究 [PDF]
, 2015 A behavior of a pile supported structure is affected by nonlinear dynamic soil-structure interaction during earthquake. There are two major factors which affect the nonlinear soil-structure interaction, the one is the local nonlinearity and the other is ...
Machida, Yukinori +5 more
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A Trilinear Model for the Load-Slip Behavior of Headed Stud Shear Connectors. [PDF]
Materials (Basel), 2023 Meng H, Wang W, Xu R.
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Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test. [PDF]
Materials (Basel), 2022 Chen H +5 more
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Seismic risk management of piles in liquefiable soils stabilised with cementation or lattice structures [PDF]
, 2019 Bhattacharya S +26 more
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[[alternative]]Development of Windows Programs for Structural Analyses of Pile Foundations (III) [PDF]
計畫編號：NSC93-2211-E032-001研究期間：200408~200507研究經費：370,000[[sponsorship ...
張德文
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Analytical investigation of pile–soil interaction in sand under axial and lateral loads [PDF]
, 2014 Ahmed Abdel-Mohti, Yasser Khodair
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