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原状黄土遇水及饱和后软化特征研究

董林 王兰民 夏坤 王峻

水文地质工程地质2016,Vol.43Issue(3):148-152,5.
水文地质工程地质2016,Vol.43Issue(3):148-152,5.DOI:10.16030/j.cnki.issn.1000-3665.2016.03.23

原状黄土遇水及饱和后软化特征研究

A study of soften characteristics of wet and saturated loess

董林 1王兰民 2夏坤 1王峻2

作者信息

  • 1. 中国地震局(甘肃省)黄土地震工程重点实验室,甘肃兰州 730000
  • 2. 中国地震局工程力学研究所,黑龙江哈尔滨 150080
  • 折叠

摘要

Abstract

Structural loess is water sensitivity,and previous studies are almost made by laboratory tests.Using cyclic triaxial apparatus along with the bender element system,shear-wave velocity and axial deformation of undisturbed loess and saturated loess were tested under different confining pressures.Furthermore,a borehole and in-situ tests were carried out at a saturated loess site in the Xigu district near Lanzhou.The laboratory and in-situ test results show that loess will soften during wetting,and saturated loess presents thixotropy.By comparing the statistical relationship between the shear-wave velocity and SPT blow count of saturated silts with that of sands,it is found that SPT blow count for saturated silts are small due to thixotropy,and the shear-wave velocity is a small strain and non-destructive test.For the saturated silt and sand with an identical shear-wave velocity,the SPT blow count of the saturated silt is significantly less than that of sand.

关键词

黄土/水敏性/触变性/剪切波速/标贯击数

Key words

loess/water sensitivity/thixotropy/shear-wave velocity/blow count of SPT

分类

地质学

引用本文复制引用

董林,王兰民,夏坤,王峻..原状黄土遇水及饱和后软化特征研究[J].水文地质工程地质,2016,43(3):148-152,5.

基金项目

中国地震局地震预测研究所基本科研业务专项(2013IESLZ03) (2013IESLZ03)

国家科技部地震行业专项(201308015) (201308015)

水文地质工程地质

OA北大核心CSCDCSTPCD

1000-3665

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