Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing

张振东; 栾茂田; 金丹; 许成顺

您当前的位置：

首页 >

文章列表页 >

Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing

更新时间：2025-12-11

- Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing
- Vol. 29, Issue 6, Pages: 604-609(2009)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： U441.5
- Published：2009
- 稿件说明：
移动端阅览
[1]张振东,栾茂田,金丹,许成顺.饱和砂土不排水单调剪切特性试验研究——考虑剪切过程中变化的总主应力方向的影响[J].防灾减灾工程学报,2009,29(06):604-609.

张振东, 栾茂田, 金丹, et al. Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing[J]. 2009, 29(6): 604-609.
[1]张振东,栾茂田,金丹,许成顺.饱和砂土不排水单调剪切特性试验研究——考虑剪切过程中变化的总主应力方向的影响[J].防灾减灾工程学报,2009,29(06):604-609. DOI：

张振东, 栾茂田, 金丹, et al. Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing[J]. 2009, 29(6): 604-609. DOI：

摘要

利用土工静力-动力液压三轴-扭转多功能剪切仪

针对相对密度Dr=30%的福建标准砂

进行了不排水条件下的单调剪切试验。在剪切过程中

控制平均固结应力和中主应力系数保持不变

而总主应力方向不固定。与剪切过程中总主应力方向固定不变条件下的单调剪切试验进行了对比分析。试验研究表明

当饱和砂土试样具有水平沉积面时

初始固结主应力方向与剪切方向的不同组合

导致单调剪切过程中总的主应力方向的不断变化

从而显著地影响着饱和砂土不排水单调剪切特性。总的主应力方向是影响饱和砂土不排水单调剪切特性的最根本原因。

Abstract

Using the soil static and dynamic universal triaxial and torsional shear apparatus

a series of undrained monotonic shear tests are performed for saturated Fujian standard sands with a relative density of 30%.The mean consolidation stress and the coefficients of the intermediate principal stress are invariable while the orientation of principal stress is variable in the proceeding of tests.By contrasting with the monotonic shear test results under the condition that the orientation of principal stress is invariable

it is concluded that when the saturated sand sample has horizontal sedimentary plane

the different combinations of initial orientation of major principal stress and direction of monotonic shearing make the actual orientation of major principal stress different during the shearing

which affecting the undrained monotonic shearing behavior of sand remarkably.The actual orientation of major principal stress is the most essential factor which affects the undrained monotonic shearing behavior of the saturated sand.

关键词

Keywords

references

复杂应力条件下饱和砂土剪切特性及本构模型的试验研究 [D]. 许成顺. 大连理工大学 2006

复杂应力条件下饱和松砂的不排水动力特性试验研究 [D]. 郭莹. 大连理工大学 2003

Views

183

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Test and Analysis on Pore Water Pressure in Yangtze River Floodplain Foundation Reinforced by Vacuum Combined Surcharge Preloading

An Experimental Study on the Dynamic Stress-Strain Relationship of Intact Loess under Cyclic Loading

Model Experimental Research on Disaster Prevention of Slope Stability in Loess Mudstone Contacted Zones Using Geotextile

Experimental Study on Anisotropic Properties of Splitting Tensile Strength of Bedding Sandstone

Deformation Analysis of Remolded Loess under Principal Stress Axes Rotation Considering the Effect of Deviatoric Stress Ratio

Related Author

贺智江

赵轮

万星

丁建文

张崇旗

刘凌霄

蒋宁山

张吾渝

Related Institution

No data

⁰