A new method and apparatus for measuring in situ air permeability of unsaturated soil

Author:

Qiu Q.W.1,Zhan L.T.2,Leung A.K.3,Feng S.4,Chen Y.M.2

Affiliation:

1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China; Environmental Engineering Department, Shanghai Environmental Sanitation Engineering Design Institute Co., Ltd., Shanghai, China.

2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China.

3. Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, China.

4. College of Civil Engineering, Fuzhou University, Fuzhou, China; MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China.

Abstract

A new apparatus and an interpretation method simplified from existing solutions of spherical air flow in soil were developed to measure in situ air permeability (ka) of unsaturated soil. By pumping air with a controlled volumetric flux (qv) into a spherical aeration bulb and measuring the corresponding pseudo-steady-state air gauge pressure (Δp0), ka was determined based on the slope of a qv–Δp0 relationship. The method was applied to measure ka in a full-scale landfill cover. The ka measurements were verified by finite-element modelling of air flow. The measurements show good agreement with the computed results. Sensitivity analyses reveal that using a smaller bulb radius (r0) would increase the measurement accuracy by minimising the boundary effects associated with atmospheric conditions and contrasting ka between neighbouring soils. Yet, the use of a small bulb would result in more prominent effects of preferential flow and hence substantial overestimation of ka. For a small bulb size (r0 = 0.01 m), the measurement accuracy of ka could be within 15% (i.e., 2.4 × 10−13 to 6.3 × 10−13 m2) of the true values when the ratio of vertical-to-horizontal ka is between 0.4 and 1.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. ASTM. 2011. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487. American Society for Testing and Materials, West Conshohocken, Pa.

2. Evaluation of Unsaturated Zone Air Permeability Through Pneumatic Tests

3. Bear, J. 1972. Dynamics of fluids in porous media. Dover Publications Inc., Paris.

4. In situ Permeability Measurements Based on a Radial Gas Advection Model: Relationships Between Soil Permeability and Diffuse CO2 Degassing in Volcanic Areas

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