安溪县花岗岩崩岗土体水分特征曲线及其影响因素

程子捷; 张海东; 蒋芳市; 司晓静; 李欣倩; 林金石; 黄炎和

doi:10.13870/j.cnki.stbcxb.2018.03.019

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安溪县花岗岩崩岗土体水分特征曲线及其影响因素

更新时间：2025-03-12

- 安溪县花岗岩崩岗土体水分特征曲线及其影响因素
- Water Characteristic Curve and Its Influence Factors of Granite Benggang soil in Anxi County
- 水土保持学报 2018年32卷第3期页码：120-125
- 作者机构：
  
  福建农林大学资源与环境学院, 福建省土壤环境健康与调控重点实验室,福州,350002
- 作者简介：
  
  [ "程子捷(1991-),男,江西上饶人,硕士研究生,主要从事土壤侵蚀与治理研究。E-mail:3339670944@qq.com" ]
- 基金信息：
  
  国家自然科学基金项目（41571272）福建省自然科学基金项目（2017J01459，2015J01156）
- DOI：10.13870/j.cnki.stbcxb.2018.03.019
  中图分类号：
- 纸质出版：2018
- 稿件说明：
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程子捷, 张海东, 蒋芳市, 等. 安溪县花岗岩崩岗土体水分特征曲线及其影响因素[J]. 水土保持学报, 2018,32(3):120-125.

CHENG Zijie, ZHANG Haidong, JIANG Fangshi, et al. Water Characteristic Curve and Its Influence Factors of Granite Benggang soil in Anxi County[J]. 2018, 32(3): 120-125.
程子捷, 张海东, 蒋芳市, 等. 安溪县花岗岩崩岗土体水分特征曲线及其影响因素[J]. 水土保持学报, 2018,32(3):120-125. DOI： 10.13870/j.cnki.stbcxb.2018.03.019.

CHENG Zijie, ZHANG Haidong, JIANG Fangshi, et al. Water Characteristic Curve and Its Influence Factors of Granite Benggang soil in Anxi County[J]. 2018, 32(3): 120-125. DOI： 10.13870/j.cnki.stbcxb.2018.03.019.

摘要

为研究花岗岩崩岗土体水分特征曲线及其影响因素，以福建省安溪县崩岗崩壁土为对象，通过压力膜仪对土体进行脱湿试验，绘制出崩壁土体水分特征曲线，并进行曲线参数与影响因素的相关分析。结果表明：随崩壁土体垂直深度增加，崩岗土体塑性指数、黏粒含量、分形维数及磨圆度等均整体呈降低的趋势；水分特征曲线斜率随着深度的增加而增大，土壤持水能力减弱，残余含水率及VG模型参数a却随之减小，而参数n却随之增大；残余含水率、参数（a、n）均与容重和颗粒的磨圆度呈极显著相关；残余含水率可用容重和黏粒含量描述，参数a可用容重和形状比率描述、参数n可用容重和塑性指数描述。研究结果可为崩壁非饱和土的强度试验提供参考019

Abstract

In order to examine the soil water characteristic curve and its influence factors of granite benggang soil

the soil of collapsing gully wall in Anxi County of Fujian Province was taken as the object. Experiment on soil dehumidification was conducted by using the pressure membrane meter

and the soil water characteristic curve of the collapse wall soil was drawn

then the correlation analysis of the curve parameters and the influence factors was carried out. The results showed that the plastic index

clay contents

fractal dimension and roundness were all decreased generally with the increasing vertical depth of the collapsed wall soil. Meanwhile the slope of soil water characteristic curve increased with the increase of vertical depth of the collapsed wall soil

also the water holding capacity

the residual water contents and the VG model parameters a decreased

but the parameters n increased. The residual water contents and parameters (a

n) were all significantly correlated with bulk density and roundness. The residual water contents could be described by bulk density and clay content

the parameter a could be described by bulk density and shape ratio

the parameter n could be described by bulk density and plastic index. The findings can provide reference for the strength test of collapse wall unsaturated >

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