Study of the Processes of Consolidation of a Thick Mass of Water-Saturated Clay Soils when Erecting Unique Structures

Abelev, M. Yu.; Averin, I. V.; Chunyuk, Dmitry; Kopteva, Olga

doi:10.1007/s11204-018-9545-x

Cited by 4 publications

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“…The consolidation issue of weak water-saturated clay soils of high thickness has been well studied in the work of Russian researches. The development of deformations, stress conditions and variation of pore pressure within the bulk of the weak water-saturated soils have also been studied (Abelev, Averin, Chunyuk, 2018). The experience of consolidating irrigated lands, used for agricultural purposes, has been described in the works of our Turkish colleagues (Satana, Ceylan, Sert, 2017).…”

Section: Analysis Of Recent Research and Publicationsmentioning

confidence: 99%

Erection of Foundation-Basement Part of Underground Structures in Water-Saturated Soils of Odessa Region

Plahotny¹,

Chernieva²,

Chorna³

2021

Theory build. pract.

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According to the General Plan of the city's perspective development, it is planned to develop the territories of the irrigation fields and the adjoining dam. The article details the engineering tasks of erecting the foundation-basement construction of underground structures considering the geological and hydrogeological conditions of the low-lying area of the Odessa region. Features of occurrence and genesis of low-lying part sites have been elaborated. The paper also elucidates the methods of orientation employed and water lowering during the erection of underground structures. Technological order of work execution for reliable and effective structural scheme of underground structures in water-saturated soils is proposed. A device for vertical waterproofing of external walls and horizontal waterproofing of the floor of an underground structure has been developed.

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Section: Analysis Of Recent Research and Publicationsmentioning

confidence: 99%