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求取现场黄土饱和渗透系数的双环入渗法

林鸿州 彭建兵 杨华 贾书岭

水科学进展2017,Vol.28Issue(4):523-533,11.
水科学进展2017,Vol.28Issue(4):523-533,11.DOI:10.14042/j.cnki.32.1309.2017.04.006

求取现场黄土饱和渗透系数的双环入渗法

A simple estimation approach for the saturated permeability ofloess in field by a double-ring infiltrometer

林鸿州 1彭建兵 1杨华 2贾书岭1

作者信息

  • 1. 长安大学西部矿产与地质工程教育部重点实验室,陕西西安 710054
  • 2. 山西交通职业技术学院,山西太原 030031
  • 折叠

摘要

Abstract

The saturated permeability, ks is a key parameter in solving geotechnical engineering problems such as stability analyses of slopes and earth-retaining structures during rainfall.Precisely determining this quantity for soils in the field is difficult.Hence, this paper suggests a simple approach for estimating the saturated permeability of loess in the field using a new, modified, double-ring infiltrometer.We use this device, which can perform infiltration tests accurately and effectively, to study the infiltration characteristics of loess.The results of these tests show that water infiltration into uniform, dry loess can be considered to divide the soil into a saturated, wetting, and dry-soil zone.Moreover, the depth of the saturated zone is approximately equal to that of the wetting zone, and the degree of saturation in the wetting zone is greater than 70%.The soil-moisture profile derived from the infiltration tests is similar to that given by the Green-Ampt model.The field tests also indicate the double-ring infiltrometer method based on the conventional Green-Ampt model (Specification of soil test, SL237-042-1999) provided larger ks values of the loess.To determine the saturated permeability more reliably, we suggest a modified approach herein, which is based on the Green-Ampt model and employs the soil-water characteristic curves (SWCC) along with the main wetting path.The concept of the modified approach is to redefine the meanings of the key parameters of the Green-Ampt model (the matric suction head at the wetting front, the wetted depth, and the infiltration rate).We take the matric suction head at the wetting front to be that corresponding to the initial soil moisture content;its value can either be measured with tensiometers in the experimental field or else determined by the SWCC along with the main wetting path.The wetted depth during the infiltration test period is taken to be that observed by the soil moisture sensors.In the Green-Ampt model, we also adopt the average infiltration rate in the early infiltration stage rather than the steady-state infiltration rate.From the results of our infiltration tests and laboratory permeability tests, we find this approach to be a suitable method for determining the saturated permeability of loess in the field.

关键词

饱和渗透性/土水特征曲线/双环入渗仪/非饱和土

Key words

saturated permeability/soil-water characteristic curve/double-ring infiltrometer/unsaturated soils

分类

建筑与水利

引用本文复制引用

林鸿州,彭建兵,杨华,贾书岭..求取现场黄土饱和渗透系数的双环入渗法[J].水科学进展,2017,28(4):523-533,11.

基金项目

国家重点基础研究发展计划(973计划)资助项目(2014CB44701) (973计划)

国家自然科学基金资助项目(41272283)The study is financially supported by the National Basic Research Program of China (No.2014CB44701) and the National Natural Science Foundation of China (No.41272283). (41272283)

水科学进展

OA北大核心CSCDCSTPCD

1001-6791

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