Results 41 to 50 of about 18,724 (299)
Study on the Creep Behaviors of Interactive Marine-Terrestrial Deposit Soils
Advances in Civil Engineering, 2019 The interactive marine-terrestrial (IMT) deposit soils were formed in the complex depositional environment; their mechanical properties are different from the other deposits.
Zhen Yan +3 more
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One-dimensional electroosmosis consolidation model considering variable saturation
Yantu gongcheng xuebao, 2017 The existing models for electroosmosis are based on the hypothesis of fully saturated soil regime. Variable saturation occurs in the soil regime, thus a new model is expected to improve the calculation accuracy.
ZHOU Ya-dong 1, 2, DENG An 3, LIU Zhong-xian 1, 2, YANG Ai-wu 1, 2, ZHANG Hai 1, 2
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Geofluids, 2022 The water content of the foundation soil will change dynamically as a result of rainfall, snowfall, and ground surface evaporation, leading to a significant change in frost heave properties of the foundation soil in cold regions. One-dimensional freezing
Yongtao Wang +5 more
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FEBS Letters, EarlyView.Embryo‐like structures (stembryos) are an innovative tool, but they are hindered by experimental variability and limited developmental potential. DNA methylation is crucial for mammalian development, but its status in stembryo models is poorly characterized.
Sara Canil +4 more
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INNOVATIONS IN ONE-DIMENSIONAL CONSOLIDATION TESTING: A REVIEW OF THE DOUBLE-ACTION OEDOMETER
EUROPEAN JOURNAL OF MATERIALS SCIENCE AND ENGINEERINGThis study presents an in-depth evaluation of the double-action oedometer (DAO) as an advanced testing apparatus for simulating soil compressibility under near-field conditions. Unlike the classic oedometer, which enforces full lateral confinement and single-direction loading, the DAO introduces a dual-loading mechanism.
ZAKARIA OWUSU-YEBODAH +3 more
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工程科学与技术, 2022 In actual foundation treatment, electro-osmosis is often used in combination with preloading. In order to solve the deficiency in the theory about electro-osmotic consolidation solution considering both load action and layered configuration of soil, a ...
Mengfan ZONG +5 more
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Dynamic Characteristics of Coral Sand in the Condition of Particle Breakage
Geofluids, 2022 To study the influence of coral sand particle breakage on its dynamic characteristics, taking the South China Sea coral sand as the research object, one-dimensional consolidation test was conducted to prepare different particle breakage degree samples ...
Hui Long +5 more
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FEBS Letters, EarlyView.Septin 9 polybasic domains couple phosphoinositide‐rich membrane binding to centrosome positioning, Golgi organization, and microtubule acetylation to control epithelial polarity. Their loss disrupts this axis, causing centrosome mispositioning, Golgi fragmentation, reduced microtubule acetylation, and polarity inversion via upregulation of the ...
Ting ting Cai +4 more
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Behavior of one-dimensional consolidation under time-dependent loading
, 2014 This paper extends Olson's solution for one-dimensional consolidation under time-dependent loading with the assumption of constant coefficient of consolidation, to those with varying loading-dependent coefficients of consolidation.
Lug, S.C., Hsu, T.W., 徐登文
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International Journal of Chemical Engineering, 2023 Canals are a very imperative source of irrigation for the agricultural sector in India. Seepage causes major water loss in canals, and hence, the installation of liners becomes necessary.
S. Sathyapriya +4 more
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