Research on the Rate-Dependent One-Dimensional Shear Rheological Behavior and Modeling of Soft Clay in Seawall

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Research on the Rate-Dependent One-Dimensional Shear Rheological Behavior and Modeling of Soft Clay in Seawall

更新时间：2025-12-30

- Research on the Rate-Dependent One-Dimensional Shear Rheological Behavior and Modeling of Soft Clay in Seawall
- “In the field of seawall engineering, experts have established a one-dimensional elastic viscoplastic shear rheological model of mudflat soft soil foundation to provide theoretical guidance for high fill projects such as seawall and subgrade.”
- Advanced Engineering Sciences Pages: 1-13(2025)
- 作者机构：
  
  1.浙江大学滨海和城市岩土工程研究中心，浙江杭州 310058
  2.浙江省水利水电勘测设计院有限责任公司，浙江杭州 3100021.
- 作者简介：
- 基金信息：
- DOI：10.12454/j.jsuese.202500477
  CLC： TU 447
- Received：24 June 2025，
  
  Published Online：30 December 2025，
- 稿件说明：
移动端阅览
胡亚元,彭涛,曾甄等.海塘软土速率相关的一维剪切流变特性及模型研究[J].工程科学与技术,

HU Yayuan,PENG Tao,ZENG Zhen,et al.Research on the Rate-Dependent One-Dimensional Shear Rheological Behavior and Modeling of Soft Clay in Seawall[J].Advanced Engineering Sciences,
胡亚元,彭涛,曾甄等.海塘软土速率相关的一维剪切流变特性及模型研究[J].工程科学与技术, DOI：10.12454/j.jsuese.202500477.

HU Yayuan,PENG Tao,ZENG Zhen,et al.Research on the Rate-Dependent One-Dimensional Shear Rheological Behavior and Modeling of Soft Clay in Seawall[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500477.XXXX,XX(XX):1‒13.

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