Studyiny on two yield-surface rheological model of frozen soil by unloading state

LI Dong-wei; WANG Ren-he; HU Pu; CUI Hao

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Studyiny on two yield-surface rheological model of frozen soil by unloading state

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- Studyiny on two yield-surface rheological model of frozen soil by unloading state
- Vol. 28, Issue 11, (2007)
- 作者机构：
  
  1. 安徽理工大学土木工程系,安徽,淮南,232001
  2. 安徽省建设厅房地产业处,合肥,230001
  3. 北京中煤矿山工程有限公司,北京,100013
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：18 October 2013，
  
  Published：2007
- 稿件说明：
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LI Dong-wei, WANG Ren-he, HU Pu, et al. Studyiny on two yield-surface rheological model of frozen soil by unloading state[J]. 2007, 28(11).
DOI：

LI Dong-wei, WANG Ren-he, HU Pu, et al. Studyiny on two yield-surface rheological model of frozen soil by unloading state[J]. 2007, 28(11). DOI：

摘要

卸载状态下冻土三轴蠕变试验结果表明，冻土具有明显的剪胀性，且体积应变不能忽略。为了全面反映冻土在卸载状态下的蠕变变形规律，以简单的黏弹塑模型为基本流变元件，提出了冻土服从椭圆-DP双屈服面流变本构力学模型。通过有限元程序的二次开发，将该模型嵌入到ADINA有限元程序中。对冻土三轴蠕变试验过程进行了数值模拟表明，椭圆-DP型双屈服面本构力学模型能够较好地反映冻土的剪胀性和体积应变等变形性质，数值模拟和试验结果吻合良好，可为冻土工程数值计算提供参考。

Abstract

The results of triaxial creep experiments for unloading state show that the frozen soil has an obvious dilatancy

and its volume strain should not be neglected. To fully reflect creep deformation laws of frozen soil under unloading state

a rheological constitutive dynamic model of frozen soil submitting to ellipse-DP two-yield-surface is put forward by using Nishihara model as the basic element. And the model is embedded in ADINA finite element program on the base of secondary developing technique for finite element program. The results of numerical simulation for triaxial creep experiments show that the constitutive dynamic model of ellipse-DP two-yield-surface can reflect some deformation properties of dilatancy and volume strain of frozen soil very well; and it can coincide with the experimental data

which can provide references for frozen projects calculation.

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