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Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential
A method of predicting the stress-strain state of soil foundations under a dynamic response based on a liquefaction potential is analyzed. Laboratory studies of sandy water-saturated soils under the conditions of dynamic triaxial compression were performed. It is demonstrated that the use of an ‘average’ liquefaction potential for a layer regardless of its thickness effects an unreasonably optimistic assessment of the stability of a soil mass.
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential
A method of predicting the stress-strain state of soil foundations under a dynamic response based on a liquefaction potential is analyzed. Laboratory studies of sandy water-saturated soils under the conditions of dynamic triaxial compression were performed. It is demonstrated that the use of an ‘average’ liquefaction potential for a layer regardless of its thickness effects an unreasonably optimistic assessment of the stability of a soil mass.
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential
Soil Mech Found Eng
Ter-Martirosyan, A. Z. (author) / Sobolev, E. S. (author) / Angelo, G. O. (author) / Shebunyaev, A. N. (author)
Soil Mechanics and Foundation Engineering ; 60 ; 297-303
2023-09-01
7 pages
Article (Journal)
Electronic Resource
English
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