Skip to main content
Erschienen in: Bulletin of Engineering Geology and the Environment 7/2019

15.02.2019 | Original Paper

A new water retention model that considers pore non-uniformity and evolution of pore size distribution

verfasst von: Q. Cheng, C. W. W. Ng, C. Zhou, C. S. Tang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 7/2019

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Pore size distribution (PSD), which is usually measured using mercury intrusion porosimetry (MIP) tests, is often used to predict the water retention curve (WRC) of unsaturated soil. Existing models generally predict the drying path of the WRC only because the intrusion of non-wetting mercury in MIP tests is equivalent to air entry during drying. Moreover, the PSD changes under hydro-mechanical loads, which has a significant effect on water retention behaviour. In this study, a new model is developed to predict both the main drying and wetting paths of WRCs. Based on a single PSD at reference stress and suction conditions, we quantified the influence of pore non-uniformity on MIP test results and the main drying and wetting paths of WRCs using the new model. From the reference PSD, we determined variation in the PSD with stress and suction and incorporated this variation into modelling of the WRC. The newly developed model was applied to simulate the PSD variation and the hysteretic WRC of different soils. Based on the results, it is evident that the new model is able to capture the evolution of the PSD during drying, wetting and compression. Moreover, the main drying and wetting paths of WRCs of unsaturated soil were closely predicted.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430CrossRef Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430CrossRef
Zurück zum Zitat Burton GJ, Pineda JA, Sheng DC, Airey D (2015) Microstructural changes of an undisturbed, reconstituted and compacted high plasticity clay subjected to wetting and drying. Engineering Geology 193:363–373CrossRef Burton GJ, Pineda JA, Sheng DC, Airey D (2015) Microstructural changes of an undisturbed, reconstituted and compacted high plasticity clay subjected to wetting and drying. Engineering Geology 193:363–373CrossRef
Zurück zum Zitat Chen R, Ge YH, Chen ZK, Liu J, Zhao YR, Li ZH, (2019) Analytical solution for one-dimensional contaminant diffusion through unsaturated soils beneath geomembrane. Journal of Hydrology 568:260–274 Chen R, Ge YH, Chen ZK, Liu J, Zhao YR, Li ZH, (2019) Analytical solution for one-dimensional contaminant diffusion through unsaturated soils beneath geomembrane. Journal of Hydrology 568:260–274
Zurück zum Zitat Dolinar B (2015) Prediction of the soil-water characteristic curve based on the specific surface area of fine-grained soils. Bulletin of Engineering Geology and the Environment 74(3):697–703CrossRef Dolinar B (2015) Prediction of the soil-water characteristic curve based on the specific surface area of fine-grained soils. Bulletin of Engineering Geology and the Environment 74(3):697–703CrossRef
Zurück zum Zitat Fredlund D, Xing A (1994) Equations for the soil-water characteristic curve. Canadian Geotechnical Journal 31(4):521–532CrossRef Fredlund D, Xing A (1994) Equations for the soil-water characteristic curve. Canadian Geotechnical Journal 31(4):521–532CrossRef
Zurück zum Zitat Gao Y, Sun DA, Wu Y (2018) Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils. Bulletin of Engineering Geology and the Environment 77:837–848CrossRef Gao Y, Sun DA, Wu Y (2018) Hysteretic soil water characteristics and cyclic swell–shrink paths of compacted expansive soils. Bulletin of Engineering Geology and the Environment 77:837–848CrossRef
Zurück zum Zitat Hillel D (1998) Environmental soil physics. Academic Press, San Diego, CA, pp 155–161 Hillel D (1998) Environmental soil physics. Academic Press, San Diego, CA, pp 155–161
Zurück zum Zitat Hu R, Chen YF, Liu HH, Zhou CB (2013) A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution. Géotechnique 63(16):1389–1405CrossRef Hu R, Chen YF, Liu HH, Zhou CB (2013) A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution. Géotechnique 63(16):1389–1405CrossRef
Zurück zum Zitat Li X, Zhang LM (2009) Characterization of dual-structure pore-size distribution of soil. Canadian Geotechnical Journal 46(2):129–141CrossRef Li X, Zhang LM (2009) Characterization of dual-structure pore-size distribution of soil. Canadian Geotechnical Journal 46(2):129–141CrossRef
Zurück zum Zitat Li ZS, Derfouf FE, Benchouk A, Abou-Bekr N, Taibi S, Fleureau JM (2018) Volume Change Behavior of Two Compacted Clayey Soils under Hydraulic and Mechanical Loadings. Journal of Geotechnical and Geoenvironmental Engineering 144(4):04018013CrossRef Li ZS, Derfouf FE, Benchouk A, Abou-Bekr N, Taibi S, Fleureau JM (2018) Volume Change Behavior of Two Compacted Clayey Soils under Hydraulic and Mechanical Loadings. Journal of Geotechnical and Geoenvironmental Engineering 144(4):04018013CrossRef
Zurück zum Zitat Ng CWW, Menzies B (2007) Advanced unsaturated soil mechanics and engineering. Taylor & Francis, Milton Park, UK Ng CWW, Menzies B (2007) Advanced unsaturated soil mechanics and engineering. Taylor & Francis, Milton Park, UK
Zurück zum Zitat Ng CWW, Pang YW (2000) Influence of stress states on soil-water characteristics and slope stability. Journal of Geotechnical and Geoenvironmental Engineering 126(2):157–166CrossRef Ng CWW, Pang YW (2000) Influence of stress states on soil-water characteristics and slope stability. Journal of Geotechnical and Geoenvironmental Engineering 126(2):157–166CrossRef
Zurück zum Zitat Ng CWW, Lai CH, Chiu CF (2012) A modified triaxial apparatus for measuring the stress path-dependent water retention curve. Geotechnical Testing Journal 35(3):490–495CrossRef Ng CWW, Lai CH, Chiu CF (2012) A modified triaxial apparatus for measuring the stress path-dependent water retention curve. Geotechnical Testing Journal 35(3):490–495CrossRef
Zurück zum Zitat Nowamooz H, Masrouri F (2010) Suction variations and soil fabric of swelling compacted soils. Journal of Rock Mechanics and Geotechnical Engineering 2(2):129–134CrossRef Nowamooz H, Masrouri F (2010) Suction variations and soil fabric of swelling compacted soils. Journal of Rock Mechanics and Geotechnical Engineering 2(2):129–134CrossRef
Zurück zum Zitat Penumadu D, Dean J (2000) Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry. Canadian Geotechnical Journal 37(2):393–405CrossRef Penumadu D, Dean J (2000) Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry. Canadian Geotechnical Journal 37(2):393–405CrossRef
Zurück zum Zitat Prapaharan S, Altschaeffl AG, Dempsey BJ (1985) Moisture curve of compacted clay: mercury intrusion method. Journal of Geotechnical Engineering 111(9):1139–1143CrossRef Prapaharan S, Altschaeffl AG, Dempsey BJ (1985) Moisture curve of compacted clay: mercury intrusion method. Journal of Geotechnical Engineering 111(9):1139–1143CrossRef
Zurück zum Zitat Puppala AJ, Punthutaecha K, Vanapalli SK (2006) Soil–water characteristic curves of stabilized expansive soils. Journal of Geotechnical and Geoenvironmental Engineering 132(6):736–751CrossRef Puppala AJ, Punthutaecha K, Vanapalli SK (2006) Soil–water characteristic curves of stabilized expansive soils. Journal of Geotechnical and Geoenvironmental Engineering 132(6):736–751CrossRef
Zurück zum Zitat Romero E, Simms PH (2008) Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. Geotechnical and Geological Engineering 26:705–727CrossRef Romero E, Simms PH (2008) Microstructure investigation in unsaturated soils: a review with special attention to contribution of mercury intrusion porosimetry and environmental scanning electron microscopy. Geotechnical and Geological Engineering 26:705–727CrossRef
Zurück zum Zitat Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Engineering Geology 54(1):117–127CrossRef Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Engineering Geology 54(1):117–127CrossRef
Zurück zum Zitat Romero E, Vecchia GD, Jommi C (2011) An insight into the water retention properties of compacted clayey soils. Géotechnique 61(4):313–328CrossRef Romero E, Vecchia GD, Jommi C (2011) An insight into the water retention properties of compacted clayey soils. Géotechnique 61(4):313–328CrossRef
Zurück zum Zitat Santamarina JC, Jang J (2011) Bacteria in sediments: pore size effects. Géotechnique Letters 1:91–93CrossRef Santamarina JC, Jang J (2011) Bacteria in sediments: pore size effects. Géotechnique Letters 1:91–93CrossRef
Zurück zum Zitat Satyanaga A, Rahardjo H, Leong EC, Wang JY (2013) Water characteristic curve of soil with bimodal grain-size distribution. Computers and Geotechnics 48:51–61CrossRef Satyanaga A, Rahardjo H, Leong EC, Wang JY (2013) Water characteristic curve of soil with bimodal grain-size distribution. Computers and Geotechnics 48:51–61CrossRef
Zurück zum Zitat Simms PH, Yanful EK (2001) Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests. Canadian Geotechnical Journal 38(4):741–754CrossRef Simms PH, Yanful EK (2001) Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests. Canadian Geotechnical Journal 38(4):741–754CrossRef
Zurück zum Zitat Simms PH, Yanful EK (2002) Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distributions. Géotechnique 52(4):269–278CrossRef Simms PH, Yanful EK (2002) Predicting soil-water characteristic curves of compacted plastic soils from measured pore-size distributions. Géotechnique 52(4):269–278CrossRef
Zurück zum Zitat Simms PH, Yanful EK (2005) A pore-network model for hydromechanical coupling in unsaturated compacted clayey soils. Canadian Geotechnical Journal 42(2):499–514CrossRef Simms PH, Yanful EK (2005) A pore-network model for hydromechanical coupling in unsaturated compacted clayey soils. Canadian Geotechnical Journal 42(2):499–514CrossRef
Zurück zum Zitat Sun DA, Gao Y, Zhou AN, Sheng DC (2016) Soil-water retention curves and microstructures of undisturbed and compacted Guilin lateritic clay. Bulletin of Engineering Geology and the Environment 75(2):781–791CrossRef Sun DA, Gao Y, Zhou AN, Sheng DC (2016) Soil-water retention curves and microstructures of undisturbed and compacted Guilin lateritic clay. Bulletin of Engineering Geology and the Environment 75(2):781–791CrossRef
Zurück zum Zitat Vanapalli SK, Fredlund DG, Puhafl DE (1999) The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique 49(2):143–159CrossRef Vanapalli SK, Fredlund DG, Puhafl DE (1999) The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique 49(2):143–159CrossRef
Zurück zum Zitat Yu CY, Chow JK, Wang YH (2016) Pore-size changes and responses of kaolinite with different structures subject to consolidation and shearing. Engineering Geology 202:122–131CrossRef Yu CY, Chow JK, Wang YH (2016) Pore-size changes and responses of kaolinite with different structures subject to consolidation and shearing. Engineering Geology 202:122–131CrossRef
Zurück zum Zitat Zhang LM, Li X (2010) Microporosity structure of coarse granular soils. Journal of Geotechnical and Geoenvironmental Engineering 136(10):1425–1436CrossRef Zhang LM, Li X (2010) Microporosity structure of coarse granular soils. Journal of Geotechnical and Geoenvironmental Engineering 136(10):1425–1436CrossRef
Zurück zum Zitat Zhou C, Ng CWW (2014) A new and simple stress-dependent water retention model for unsaturated soil. Computers and Geotechnics 62:216–222CrossRef Zhou C, Ng CWW (2014) A new and simple stress-dependent water retention model for unsaturated soil. Computers and Geotechnics 62:216–222CrossRef
Metadaten
Titel
A new water retention model that considers pore non-uniformity and evolution of pore size distribution
verfasst von
Q. Cheng
C. W. W. Ng
C. Zhou
C. S. Tang
Publikationsdatum
15.02.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 7/2019
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-019-01476-4

Weitere Artikel der Ausgabe 7/2019

Bulletin of Engineering Geology and the Environment 7/2019 Zur Ausgabe