Optimizing the evolution of strength for lime-stabilized rammed soil

作     者：Jair de Jesus Arrieta Baldovino Ronaldo Luis dos Santos Izzo Eclesielter Batista Moreira Juliana Lundgren Rose 

作者机构：Department of Civil Construction Federal University of Technology-Parana 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2019年第11卷第4期

页      面：882-891页

核心收录：

学科分类：08[工学] 0818[工学-地质资源与地质工程] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：the Federal University of Technology-Parana, to the CAPES, CNPq Fundacao Araucaria do Parana in Brazil for financial support 

主　　题：Lime-treated soil Void/lime ratio Ground improvement 

摘      要：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.