AbstractThe analysis of laboratory and field studies of physical and mechanical properties of the Maikop clays is provided in the paper. On the basis of this analysis, the thickness of the Maikop clays is divided into three parts, which differ in terms of physical and physical-mechanical properties. The necessity of implementation of a detailed geotechnical Isa-scan for the design of reliable foundations is identified
The paper deals with a case history of a local foundation failure caused by removing the neighbourin...
Based on the data of physical and mechanical properties of soils obtained at various construction si...
The Miocene deposits of the Carpathian Foredeep are relatively poorly recognized in geotechnical ter...
AbstractThe analysis of laboratory and field studies of physical and mechanical properties of the Ma...
The purpose of the thesis was to present geology of Leningrad, Novgorod and Pskov regions, as well a...
© 2018, International Multidisciplinary Scientific Geoconference. All rights reserved. One of the mo...
Revealing soil swelling and estimation of swelling rate are of great importance at the initial surve...
AbstractThe paper presents design and calculation of cost effectiveness of various types of foundati...
AbstractThe paper provides information about improvement of the weak clay soil with geotextile encas...
AbstractThe work studies not salted Sarmatian clays from the Central Moldova. Laboratory modeling of...
The paper covers some results of scientific and practical use of different design-technological solu...
The article deals with the characteristic of initial condition in fine-grained soils - its structura...
AbstractEngineering-geological properties of the loessial soil are extended to the territories of th...
The article presents the results of zoning of the Kazan City territory by dynamic instability of the...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
The paper deals with a case history of a local foundation failure caused by removing the neighbourin...
Based on the data of physical and mechanical properties of soils obtained at various construction si...
The Miocene deposits of the Carpathian Foredeep are relatively poorly recognized in geotechnical ter...
AbstractThe analysis of laboratory and field studies of physical and mechanical properties of the Ma...
The purpose of the thesis was to present geology of Leningrad, Novgorod and Pskov regions, as well a...
© 2018, International Multidisciplinary Scientific Geoconference. All rights reserved. One of the mo...
Revealing soil swelling and estimation of swelling rate are of great importance at the initial surve...
AbstractThe paper presents design and calculation of cost effectiveness of various types of foundati...
AbstractThe paper provides information about improvement of the weak clay soil with geotextile encas...
AbstractThe work studies not salted Sarmatian clays from the Central Moldova. Laboratory modeling of...
The paper covers some results of scientific and practical use of different design-technological solu...
The article deals with the characteristic of initial condition in fine-grained soils - its structura...
AbstractEngineering-geological properties of the loessial soil are extended to the territories of th...
The article presents the results of zoning of the Kazan City territory by dynamic instability of the...
The article considers study of influence of coefficient ksl on subsidence value. In course of study,...
The paper deals with a case history of a local foundation failure caused by removing the neighbourin...
Based on the data of physical and mechanical properties of soils obtained at various construction si...
The Miocene deposits of the Carpathian Foredeep are relatively poorly recognized in geotechnical ter...