Corrigendum to“Optimal placement of two soil soundings for rectangular footings”[J.Rock Mech.Geotech.Eng.13(2021)603e611]  

作　　者：Marcin Chwala 

机构地区：[1]Department of Geotechnology,Hydro Technology,and Underground and Hydro Engineering,Faculty of Civil Engineering,Wrocław University of Science and Technology,Wybrze_ze Wyspianskiego 27,Wrocław,50-370,Poland

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2022年第2期670-670,共1页岩石力学与岩土工程学报（英文版）

摘　　要：In the paper of Chwa1a(2021),a bug in the used numerical implementation was found.It concerns one of the covariance matrix coefficients that was incorrectly updated during the simulation process.As a consequence for some fluctuation scales,different bearing capacity standard deviations are obtained;however,the bug had a very limited impact on the found optimal borehole placement.Therefore,the conclusions given in the paper are still valid.The author has re-analyzed all numerical examples presented in the paper and will provide the results on an individual request.In Fig.1,corrected Figs.5,9,7 and 11 in the original paper are shown.

关 键 词：Optimal CONSEQUENCE SOIL 

分 类 号：TU47[建筑科学—结构工程] P642[建筑科学—土工工程] G23[天文地球—工程地质学]