Modelling a reinforced sandy pile rheology when reacting with water-saturated ground

机译：用水饱和地反应时建模增强砂桩流变学

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The paper presents the numerical modeling of stress-strain state of viscoelastic water-saturated grounds strengthened with a reinforced sandy pile. The FEM models software package was used for receiving numerical results. The results were compared with experimental data.

机译：本文介绍了加强砂桩加固粘弹性水饱和地应力 - 应变状态的数值模型。 FEM模型软件包用于接收数值结果。将结果与实验数据进行比较。

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《World Conference on Associated Research Centers for the Urban Underground Space》|2017年|3 v. (1924 p.)|共6页
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Tatyana Maltseva; Tatyana Saltanova; Anastasia Chernykh;
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中图分类地下建筑施工、施工机械与设备;
关键词
water-saturated ground; weak soils; stress-strain state of water-saturated ground; a reinforced sandy pile installed in a weak ground; rheology of a reinforced ground..;

机译：水饱和地;弱土;水饱和地应力 - 应变状态;安装在弱局中的增强砂桩;加强地的流变学..;

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3. Dependencies of Acoustic Properties on the Frequency, Porosity, and GrainSize in Water-Saturated Sandy Sediment from 150 to 350 kHz:Application of the Grain-Shearing Model [J] . Kang Il LEE Journal of the Korean Physical Society . 2010,第1期

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4. Modelling a reinforced sandy pile rheology when reacting with water-saturated ground [C] . Tatyana Maltseva, Tatyana Saltanova, Anastasia Chernykh World Conference on Associated Research Centers for the Urban Underground Space . 2017

机译：用水饱和地反应时建模增强砂桩流变学
5. Performance of two full-scale model geosynthetic-reinforced retaining walls constructed with a sandy-silt backfill soil [D] . Gregg, Ryan 2008

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6. Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections [O] . Stefano Stacul, Nunziante Squeglia 2018

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7. EFFECTIVE STRESS ANALYSIS SIMULATING CENTRIFUGE MODEL TEST OF REINFORCED CONCRETE PILE FOUNDATION IN LIQUEFIABLE GROUND [O] . Koji ITO, Tomohiro SASAKI, Shunichi HIGUCHI 2019

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Modelling a reinforced sandy pile rheology when reacting with water-saturated ground

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