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
收藏
页码：333 / 339
页数：7
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