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Optimizing the evolution of strength for lime-stabilized rammed soil

Journal of Rock Mechanics and Geotechnical Engineering 2019年第4期11卷 882-891页

作者： jair de jesus arrieta baldovino Ronaldo Luis dos Santos Izzo Eclesielter Batista Moreira Juliana Lundgren Rose department of Civil Construction Federal University of Technology-Parana

In the present study,unconfined compressive strength(qu)values of two lime-treated soils(soil 1 and 2)with curing times of 28 d,90 d and 360 d were *** influence of void/lime ratio was represented by the porosity/volumetric lime content ratio(η/Liv)as the main parameter.η/Liv represents the volume of void influenced by compaction effort and lime *** evolution of qu was analyzed for each soil using the coefficient of determination as the optimization *** at providing adjustments to the mechanical resistance values,the η/Liv parameter was modified to η/LivC using the adjustment exponent C(to make qu-η/Liv variation rates compatible).The results show that with the decrease of η/*** increases potentially and the optimized values of C were *** mechanical resistance data show similar trends between qu and η/LivC for the studied silty soil-ground lime mixtures,which were cured at ambient temperature(23±2)℃ with different curing times of 28-360 ***,optimized equations were presented using the normalized strengths and the proposed optimization model,which show 6% error and 95% acceptability on average.

关键词： Lime-treated soil Void/lime ratio Ground improvement

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Effects of porosity,dry unit weight,cement content and void/cement ratio on unconfined compressive strength of roof tile waste-silty soil mixtures

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Journal of Rock Mechanics and Geotechnical Engineering 2019年第2期11卷 369-378页

作者： Eclesielter Batista Moreira jair arrieta baldovino Juliana Lundgren Rose Ronaldo Luis dos Santos Izzo department of Civil Construction Federal University of Technology e ParanaCampus Curitiba

One of the conventional ways to improve the mechanical behavior of soils is to mix them with cementing agents such as cement, lime and fly ash. Recently, introduction to alternative materials or sub-products that can be adopted to improve the soil strength is of paramount importance. Therefore, the present study aims to investigate the effects of porosity(h), dry unit weight(gd) of molding, cement content(C)and porosity/volumetric cement content ratio(h/Civ) or void/cement ratio on the unconfined compressive strength(quor UCS) of silty soileroof tile waste(RT) mixtures. Soil samples are molded into four different dry unit weights(i.e. 13 kN/m^3, 13.67 kN/m^3, 14.33 kN/m^3 and 15 kN/m^3) using 3%, 6% and 9%cement and 5%, 15% and 30% RT. The results show that with the addition of cement, the strength of the RT esoil mixtures increases in a linear manner. On the other hand, the addition of RT decreases quof the samples at a constant percentage of cement, and the decrease in porosity can increase qu. A dosage equation is derived from the experimental data using the porosity/volumetric cement content ratio(h/C_(iv)) where the control variables are the moisture content, crushed tile content, cement content and porosity.

关键词： Roof tile waste (RT) Voids/cement ratio Reuse Ground improvement

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Corrigendum to “Optimizing the evolution of strength for lime-stabilized rammed soil” [J Rock Mech Geotech Eng 11(2019)882-891]

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Journal of Rock Mechanics and Geotechnical Engineering 2020年第1期12卷 212-212页

作者： jair de Jesús arrieta baldovino Ronaldo Luis dos Santos Izzo Eclesielter Batista Moreira Juliana Lundgren Rose department of Civil Construction Federal University of Technology-ParanaCampus CuritibaCuritibaBrazil

The authors regret that in the paper of baldovino et al.(2019),published in Journal of Rock Mechanics and Geotechnical Engineering(JRMGE),Eq.(2)must be ***.(2)in the original paper describes a formula to calculate the unconfined compressive strength(q_u).But Authors wrote it as if it were the formula for calculating the split tensile strength(qt).To amend this error,Eq.(1)and Eq.(2)are the correct expressions for q_u and q_t measurements,respectively.

关键词： Corrigendum to J Rock Mech Geotech Eng 11 Optimizing the evolution of strength for lime-stabilized rammed soil

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