Experimental study on deformation properties and duncan model parameters of soft clayey rocks

ZHANG Fang-zhi; CHEN Xiao-ping; WU Huang-feng; HUANG Guo-yi

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Experimental study on deformation properties and duncan model parameters of soft clayey rocks

更新时间：2026-06-25

- Experimental study on deformation properties and duncan model parameters of soft clayey rocks
- Vol. 24, Issue 4, (2003)
- 作者机构：
  
  1. 广东水利电力职业技术学院,广东,广州,510635
  2. 暨南大学,广东,广州,510632
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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ZHANG Fang-zhi, CHEN Xiao-ping, WU Huang-feng, et al. Experimental study on deformation properties and duncan model parameters of soft clayey rocks[J]. 2003, 24(4).
DOI：

ZHANG Fang-zhi, CHEN Xiao-ping, WU Huang-feng, et al. Experimental study on deformation properties and duncan model parameters of soft clayey rocks[J]. 2003, 24(4). DOI：

摘要

选取广东塘厦风化泥质软岩为研究对象，在一系列三轴试验的基础上，分析探讨该类软岩的变形特性及邓肯模型参数变化规律，并提供工程数值分析和计算所需模型参数。

Abstract

Based on a series of triaxial tests about soft clayey rocks in Guangdong

the deformation properties and the regularity of Duncan model parameters are studied. The model parameters about these rocks are provided for numerical evaluation of geotechnical engineering.

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Related Author

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Related Institution

Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics Institute, CAS

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