Features of Construction Buildings on the Loessial Soil of Central Moldova

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• 作者：Y.I. Olyansky ; ^{olyansk@list.ru" class="auth_mail" title="E-mail the corresponding author} ; I.Y. Kuzmenko ; E.V. Shchekochikhina
• 关键词：bases and foundations ; loessial soil ; sags of constructions ; anticollapsible actions ; consolidation of soil.
• 刊名：Procedia Engineering
• 出版年：2016
• 出版时间：2016
• 年：2016
• 卷：150
• 期：Complete
• 页码：2208-2212
• 全文大小：180 K

文摘

Engineering-geological properties of the loessial soil are extended to the territories of the Central Moldova are analysed. It is revealed that soil belongs to a slowed-up way-collapsible type. Full deformation of sag of such soil is shown at a long filtration of water. Not taking into account the sag factor in the research in vitro can result in deformations of buildings on the loessial bases. The analysis of the reasons of deformation of the already existing buildings erected on the loessial soil that confirmed this conclusion is made. Recommendations for a substantiate of loessial thicknesses in the largest cities of the Central Moldova are developed: Kishinev, Tiraspol, Bendery.