Proposals of SPT-CPT and DPL-CPT correlations for sandy soils in Brazil  

作　　者：Mirella Dalvi dos Santos Kátia Vanessa Bicalho 

机构地区：[1]Universidade Federal do Espírito Santo,Vitória,Brazil

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2017年第6期1152-1158,共7页岩石力学与岩土工程学报（英文版）

基　　金：the sponsorship from the Brazilian government agencies CNPq;FAPES

摘　　要：Field tests in geotechnical engineering are fundamental for identification of the underground conditions.The standard penetration test(SPT) is the most commonly used geotechnical approach. There has been an increase both in the use and application of the in situ tests: cone penetration test(CPT) and dynamic probing(DP). Several empirical SPT-CPT and dynamic probing light(DPL)-CPT correlations for sandy soils have been discussed in the literature. New SPT-CPT and DPL-CPT correlations for the sandy soils of the city of Vitoria, in the southeast of Brazil, are suggested in this paper. Statistical analyses to evaluate the quality of the data used are performed, and the suggested correlations are validated with several previous published datasets. The paper also provides some insights into SPT-CPT correlations and soil characteristics(i.e. the mean particle size and the fines fraction of the soil).Field tests in geotechnical engineering are fundamental for identification of the underground conditions.The standard penetration test(SPT) is the most commonly used geotechnical approach. There has been an increase both in the use and application of the in situ tests: cone penetration test(CPT) and dynamic probing(DP). Several empirical SPT-CPT and dynamic probing light(DPL)-CPT correlations for sandy soils have been discussed in the literature. New SPT-CPT and DPL-CPT correlations for the sandy soils of the city of Vitoria, in the southeast of Brazil, are suggested in this paper. Statistical analyses to evaluate the quality of the data used are performed, and the suggested correlations are validated with several previous published datasets. The paper also provides some insights into SPT-CPT correlations and soil characteristics(i.e. the mean particle size and the fines fraction of the soil).

关 键 词：Standard penetration test(SPT) Cone penetration test(CPT) Dynamic probing light(DPL) CORRELATIONS SANDS Statistical evaluations 

分 类 号：TU41[建筑科学—岩土工程]