Results 11 to 20 of about 288,253 (317)
, 2022 An analytical computational scheme for nonlinear dynamic characteristics and stability of an eccentrically composite orthotropic plate on Winkler-Pasternak elastic foundation subjected to different axial velocities is proposed with the incorporation of ...
Gao, K, Song, C, Gao, W, Wu, D
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Numerical Analysis on the Behavior of Floating Geogrid-Encased Stone Column Improved Foundation
Buildings, 2023 The ordinary (OSC) and geosynthetic-encased stone column (ESC) with different bearing strata significantly influenced its behavior. The paper established seven models for studying the behavior of floating stone columns using the finite difference method (
Ye Cheng +3 more
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Applied Sciences, 2021 This paper presents numerical modelling to investigate the bearing capacities and failure mechanisms of single pile-friction wheel composite foundation in sand-overlying-clay soil conditions under combined V-H-M (vertical-horizontal-moment) loadings.
Yikang Wang, Xinjun Zou, Jianfeng Hu
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Pile-soil stress ratio and settlement of composite ground with gravel piles in flexible foundation
Yantu gongcheng xuebao, 2017 The deformation mechanism of composite ground with gravel piles in flexible foundation is thoroughly studied, and the effect of a cross-sectional shear stress is introduced in the analysis of radial displacement mode considering the lateral bulging and ...
ZHAO Ming-hua , NIU Hao-yi , LIU Meng , TAN Xin
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Buildings, 2023 Based on a plain concrete pile composite foundation project in the coastal area of Zhuhai, considering the complex hydraulic load environment induced by tidal water-level changes, finite element simulations and parameter calibrations were carried out to ...
Xiaohai Fu +4 more
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Direct Foundations for Compositional Programming (Artifact).
Dagstuhl Artifacts Ser., 2022 Our companion paper proposes a new formulation of the 𝖥_{i}^{+} calculus with disjoint polymorphism and a merge operator based on Type-Directed Operational Semantics. The artifact contains Coq formalization of the 𝖥_{i}^{+} calculus and our new implementation of the CP language, which demonstrates the new 𝖥_{i}^{+} can serve as the direct foundation ...
Fan, Andong +4 more
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Yantu gongcheng xuebao, 2019 The performance of geosynthetic-encased stone columns in composite foundation is investigated through the finite element numerical simulation that is verified by the published experimental results from model tests, and then the effects of length of ...
XIA Bo-yang1, 2, ZHENG Gang 1,2, , ZHOU Hai-zuo 1,2, , YANG Xin-yu 1, 2, YU Xiao-xuan 1, 2, ZHAO Jia-peng 1, 2
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Design for Deconstruction for Sustainable Composite Steel-Concrete Floor Systems [PDF]
, 2018 [EN ] Conventional steel-concrete composite floor systems utilizing steel headed stud anchors and metal decks are cost-effective and widely used solutions for non-residential multi-story buildings, due in part to their enhanced strength and stiffness ...
Webster, Mark +5 more
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Yantu gongcheng xuebao, 2019 Three centrifugal model tests are carried out, and the axial force of piles, side friction resistance, pile-soil stress ratio and moment of piles under different loads are compared.
LI Lian-xiang 1, 2, JI Xiang-kai 1,2, LIU Jia-dian 1, 2, JIA Bin 1, 2
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Distribution of pile-soil stress in centrifugal modelling of composite foundation
Yantu gongcheng xuebao, 2020 Based on the centrifugal modelling of PCC pile-supported and geosynthetic-reinforced embankments and the three-dimensional finite element numerical model, the test methods for vertical earth pressure and stress distribution rules of pile-soil in ...
JIANG Yan-bin 1, 2, HE Ning 2, HE Bin 2, WANG Zhang-chun 2, ZHANG Zhong-liu 2, ZHU Rui 2
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