Research on failure criterion of nanometer silicon and cement-stabilized soils

WANG Li-feng1; 2; XIA Jian-zhong2

doi:10.16285/j.rsm.2006.10.025

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Research on failure criterion of nanometer silicon and cement-stabilized soils

更新时间：2026-06-25

- Research on failure criterion of nanometer silicon and cement-stabilized soils
- Issue 10, Pages: 1767-1771(2006)
- 作者机构：
  
  1. 浙江大学宁波理工学院
  2. 浙江科技学院土木系
  3. 浙江大学宁波理工学院宁波315104 浙江科技学院土木系,杭州,310012
  4. 浙江大学岩土工程研究所,宁波,315104
  5. ,杭州,310027
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.10.025
  CLC： TU521.3
- Published：2006
- 稿件说明：
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[1]王立峰,夏建中,朱向荣.纳米硅水泥土破坏准则研究[J].岩土力学,2006(10):1767-1771.

WANG Li-feng1, 2, XIA Jian-zhong2. Research on failure criterion of nanometer silicon and cement-stabilized soils[J]. 2006, (10): 1767-1771.
[1]王立峰,夏建中,朱向荣.纳米硅水泥土破坏准则研究[J].岩土力学,2006(10):1767-1771. DOI： 10.16285/j.rsm.2006.10.025.

WANG Li-feng1, 2, XIA Jian-zhong2. Research on failure criterion of nanometer silicon and cement-stabilized soils[J]. 2006, (10): 1767-1771. DOI： 10.16285/j.rsm.2006.10.025.

摘要

首次把纳米硅基氧化物作为水泥土的外掺剂

在大量三轴试验的基础上研究了纳米硅水泥土在三维应力空间上及子午面的破坏迹线及其特征

建立了一种5参数水泥土的破坏准则。与实测破坏曲面（线）相比

结果表明该模型基本上反映了水泥土在各种应力下的几何破坏特性。

Abstract

On the base of abundant triaxial experiments and nanometer SiO2-x powder first stabilized as agent of cement-stabilized soil（NCS）

a general three-dimensional failure criterion for nanometer SiO2-x and cement-stabilized soils（NCS）is proposed; and it includes five parameters. From the result of this comparison

it can be seen that the criterion may be applied throughout the stress range from tensile stresses to high compressive stresses.

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