Accounting for evolving pore size distribution in water retention models for compacted clays

Water retention in compacted clays is dominated by multi-modal pore size distribution which evolves during hydro-mechanical paths depending on water content and stress history. A description of the evolutionary fabric has been recently introduced in models for water retention, but mostly on a heuristic base. Here, a possible systematic approach to account for evolving pore size distribution is presented, and its implications in models for water retention are discussed. The approach relies on quantitative information derived from mercury intrusion porosimetry data. The information is exploited to introduce physically based evolution laws for the parameters of water retention models. These laws allow tracking simultaneously the evolution of the aggregated fabric and the consequent hydraulic state of compacted clays. The influence of clay micro- structure, mechanical constraints and water content changes on the water retention properties is highlighted and quantified from experimental data on different compacted soils with different activity of the clayey fraction. The framework is discussed with reference to a widespread water retention model and validated against experimental data on a Sicilian scaly clay compacted to different dry densities and subjected to a number of hydro-mechanical paths.

[1]  R. H. Brooks,et al.  Hydraulic properties of porous media , 1963 .

[2]  Sai K. Vanapalli,et al.  The fabric of a clay soil under controlled mechanical and hydraulic stress states , 1996 .

[3]  Alessandro Tarantino,et al.  Compaction behaviour of clay , 2008 .

[4]  P. Delage A microstructure approach to the sensitivity and compressibility of some Eastern Canada sensitive clays , 2010 .

[5]  Sai K. Vanapalli,et al.  THE INFLUENCE OF SOIL STRUCTURE AND STRESS HISTORY ON THE SOIL-WATER CHARACTERISTICS OF A COMPACTED TILL , 1999 .

[6]  A. Ferrari,et al.  The void ratio dependency of the retention behaviour for a compacted clay , 2010 .

[7]  Antonio Lloret,et al.  Advances on the knowledge of the thermo-hydro-mechanical behaviour of heavily compacted “FEBEX” bentonite , 2007 .

[8]  J. Carter,et al.  Modelling the effect of initial density on soil-water characteristic curves , 2012 .

[9]  Minna Karstunen,et al.  Modelling the variation of degree of saturation in a deformable unsaturated soil , 2003 .

[10]  Daichao Sheng,et al.  Coupling hydraulic with mechanical models for unsaturated soils , 2011 .

[11]  Antonio Gens,et al.  Water permeability, water retention and microstructure of unsaturated compacted Boom clay , 1999 .

[12]  Ernest K. Yanful,et al.  Predicting soil—water characteristic curves of compacted plastic soils from measured pore-size distributions , 2002 .

[13]  Qiong Wang Hydro-mechanical behaviour of bentonite-based materials used for high-level radioactive waste disposal , 2012 .

[14]  E. Romero A microstructural insight into compacted clayey soils and their hydraulic properties , 2013 .

[15]  Yu-Jun Cui,et al.  Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions , 2008 .

[16]  Delwyn G. Fredlund,et al.  Development and verification of a coefficient of permeability function for a deformable unsaturated soil , 1998 .

[17]  L. Zdravković,et al.  Evolution of microstructure in compacted London Clay during wetting and loading , 2010 .

[18]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[19]  E. Romero,et al.  A fully coupled elastic–plastic hydromechanical model for compacted soils accounting for clay activity , 2013 .

[20]  R. Charlier,et al.  A water retention model for compacted clayey soils , 2013 .

[21]  Ernest K. Yanful,et al.  Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests , 2001 .

[22]  Charles Wang Wai Ng,et al.  Influence of Stress State on Soil-Water Characteristics and Slope Stability , 2000 .

[23]  C. Jommi,et al.  Feasibility of a soft biological improvement of natural soils used in compacted linear earth construction , 2015 .

[24]  Jean Vaunat,et al.  Consequences on water retention properties of double-porosity features in a compacted silt , 2012 .

[25]  Cristina Jommi,et al.  An insight into the water retention properties of compacted clayey soils , 2011 .

[26]  Alessandro Tarantino,et al.  A water retention model for deformable soils , 2009 .

[27]  D. Gallipoli A hysteretic soil-water retention model accounting for cyclic variations of suction and void ratio , 2012 .

[28]  Antonio Gens,et al.  A framework for the behaviour of unsaturated expansive clays , 1992 .

[29]  David Mašín,et al.  Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils , 2010 .

[30]  D. Fredlund,et al.  Equations for the soil-water characteristic curve , 1994 .

[31]  Jean-Dominique Barnichon,et al.  Further insight into the microstructure of compacted bentonite–sand mixture , 2014 .

[32]  HYDRO-MECHANICAL COUPLING IN UNSATURATED COMPACTED CLAYEY SOILS : MODELLING THE WATER RETENTION BEHAVIOUR , 2008 .

[33]  Chuangbing Zhou,et al.  A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution , 2013 .

[34]  Behrouz Gatmiri,et al.  Experimental study on the swelling behaviour of bentonite/claystone mixture , 2012 .

[35]  Lyesse Laloui,et al.  Fabric evolution during hydromechanical loading of a compacted silt , 2004 .

[36]  Lyesse Laloui,et al.  Suction Induced Effects on the Fabric of a Structured Soil , 2006 .

[37]  Yu-Jun Cui,et al.  Ageing effects in a compacted bentonite: a microstructure approach , 2006 .

[38]  J. Quirk,et al.  Permeability of Porous Media , 1959, Nature.

[39]  Enrique Romero,et al.  Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay , 2013 .

[40]  Li Min Zhang,et al.  Microporosity Structure of Coarse Granular Soils , 2010 .

[41]  Antonio Gens,et al.  Modelling the mechanical behaviour of expansive clays , 1999 .

[42]  E. Leong,et al.  The model of water retention curve considering effects of void ratio , 2000 .

[43]  P. Mackinnon,et al.  Pore size distribution of unsaturated compacted kaolin : the initial states and final states following saturation , 2007 .

[44]  Pierre Delage,et al.  Study of the structure of a sensitive Champlain clay and of its evolution during consolidation , 1984 .

[45]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[46]  Antonio Gens,et al.  Mechanical behaviour of heavily compacted bentonite under high suction changes , 2003 .

[47]  D. Mašín Double structure hydromechanical coupling formalism and a model for unsaturated expansive clays , 2013 .

[48]  A. Lloret,et al.  Hydro-mechanical behaviour of a clayey silt under isotropic compression , 2005 .

[49]  Lyesse Laloui,et al.  Advances in modelling hysteretic water retention curve in deformable soils , 2008 .

[50]  P. Simms,et al.  Estimation of Soil–Water Characteristic Curve of Clayey Till Using Measured Pore-Size Distributions , 2004 .

[51]  Scott W. Sloan,et al.  Elastoplastic modelling of hydraulic and stress-strain behaviour of unsaturated soils , 2007 .

[52]  C. Beckett,et al.  Prediction of soil water retention properties using pore-size distribution and porosity , 2013 .

[53]  R. C. Joshi,et al.  Change in pore size distribution due to consolidation of clays , 1989 .

[54]  Jean-Dominique Barnichon,et al.  The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite-sand mixture , 2013 .

[55]  Paul Simms,et al.  Microstructure Investigation in Unsaturated Soils: A Review with Special Attention to Contribution of Mercury Intrusion Porosimetry and Environmental Scanning Electron Microscopy , 2008 .

[56]  A. G. Altschaeffl,et al.  MOISTURE CURVE OF COMPACTED CLAY: MERCURY INTRUSION METHOD , 1985 .