Skip to main content

Experimental Study on Gas Permeability of Intact Loess Under Applied Load with Constant Stress Ratio Paths

  • Conference paper
  • First Online:
Book cover New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-environmental Engineering (GeoChina 2018)

Part of the book series: Sustainable Civil Infrastructures ((SUCI))

Abstract

Gas permeability tests were performed to research the effects of deviator stress and mean stress as well as water content on gas permeability coefficient of intact loess, using the refitted stress-controlled triaxial equipment for gas permeability. Decreasing gas permeability coefficient, ka, against increasing saturation, Sr, was found to be obviously influenced by mean stress and stress ratio (deviator stress) during wetting, water content during loading, respectively. The decreasing rate during wetting was significantly less than that during loading. The unique relationship between gas permeability coefficient and saturation approximately existed whatever stress at the same water content. There was a unique relationship between relative gas permeability kra (the ratio of gas permeability coefficient at certain water content to that at natural water content under the applied stress) and relative saturation, Srr (the ratio of the difference between saturation, Sr, and the saturation at natural water content under different applied stresses, Srn, to (1-Srn)) at different deviator stresses and mean stresses. The relationship could be well fitted by the proposed relative saturation exponential law (RSEL) model using saturation as variable. Linear relationships between logarithm of gas permeability coefficient and stress ratio were paralleled at the same mean stress, but different water contents. These relationships could be modeled by the proposed exponential law (SWEL) model using stress and water content as variable. The prediction results of gas permeability coefficient by the two models proposed were in good agreement with the test results. In comparison with the RSEL model, the SWEL model was more convenient for engineering application.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Chen, Z.: On basic theories of unsaturated soils and special soils. Chin. J. Geotech. Eng. 36(2), 201–272 (2014)

    Google Scholar 

  • Chen, C., Zhang, D., Zhang, J., et al.: Gas permeability of intact Q3loess under isotropic stress. Chin. J. Geotech. Eng. 39(2), 287–294 (2017a)

    Google Scholar 

  • Chen, C., Zhang, D., Zhang, J.: Influence of stress and water content on air permeability of intact loess. Can. Geotech. J. 54(9), 1221–1230 (2017b)

    Article  Google Scholar 

  • Liu, F., Zhang, Z., Zhou, D.: Density-saturation-dependent gas-water permeability function of unsaturated loess. Chin. J. Rock Mech. Eng. 29(9), 1907–1914 (2010)

    Google Scholar 

  • Liu, J.F., Skoczylas, F., Talandier, J.: Gas permeability of a compacted bentonite-sand mixture: coupled effects of water content, dry density, and confining pressure. Can. Geotech. J. 52(2), 1159–1167 (2015)

    Article  Google Scholar 

  • Parker, J.C., Lenhard, J.C., Kuppusamy, T.: A parametric model for constitutive properties governing multiphase flow in porous media. Water Resour. Res. 23(4), 618–624 (1987)

    Article  Google Scholar 

  • Stoltz, G., Goure, J.P., Oxarango, L.: Liquid and gas permeabilities of unsaturated municipal solid waste under compression. J. Contam. Hydrol. 118, 27–42 (2010)

    Article  Google Scholar 

  • Wei, H., Zhan, L., Chen, Y.: Experimental study on gas permeability of municipal solid waste. Chin. J. Rock Mechan. Eng. 26(7), 1408–1415 (2007)

    Google Scholar 

  • Yao, Z., Chen Z., Huang, X., et al.: Expermental research on gas permeability of unsaturated Q3 loess. Chin. J. Rock Mech. Eng. 31(6), 1264–1273 (2012)

    Google Scholar 

  • Zhan, T.L.T., Yang, Y.B., Chen, R., et al.: Influence of clod size and water content on gas permeability of a compacted loess. Can. Geotech. J. 51(11), 1468–1474 (2014)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Cun-Li Chen .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer International Publishing AG, part of Springer Nature

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Chen, CL., Zhang, L., Zhang, DF., Chen, H. (2019). Experimental Study on Gas Permeability of Intact Loess Under Applied Load with Constant Stress Ratio Paths. In: Shu, S., He, L., Kai, Y. (eds) New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-environmental Engineering. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-95774-6_13

Download citation

Publish with us

Policies and ethics