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

被引：0

作者：

Abelev, M. Yu. ^{[1
]}

Averin, I. V. ^{[2
]}

Chunyuk, D. Yu. ^{[3
]}

Kopteva, O. V. ^{[3
]}

机构：

[1] Natl Res Univ Higher Sch Econ, GASIS Ctr Innovat Technol Construct, Moscow, Russia

[2] Engn Geol LLC, Moscow, Russia

[3] Moscow State Univ Civil Engn NIU MGSU, Natl Res Univ, Moscow, Russia

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2018年 / 55卷 / 05期

关键词：

D O I：

10.1007/s11204-018-9545-x

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper provides the results of natural studies of consolidation of weak water-saturated clay soils of large thickness performed at the experimental sites located within the Imereti lowland (Olympic objects, Media center, city of Sochi) and a stadium in the city of Kaliningrad (Oktyabrskii island). A development of deformations, stress conditions and variation of pore pressure within the bulk of the weak water-saturated soils were studies, and the calculation results were compared to the actual deformation data.

引用

页码：333 / 339

页数：7

共 20 条

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