In-situ investigations as a basis for development of a procedure for calculation of the stress-strain state of a soil mass during installation of substructures

被引：0
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作者：
V. M. Ulitskii
A. G. Shashkin
机构：
来源：
Soil Mechanics and Foundation Engineering | 2011年 / 48卷
关键词：
Excavation; Soil Mass; Historic Building; Progressive Collapse; Architectural Monument;
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学科分类号：
摘要：
Results of field observations of the settlements of buildings and structures and deformations of pit enclosures are analyzed. The results are subjected to computational analysis using a viscoelastoplastic model of the soil medium. Practical recommendations are given for design of pit enclosures and underground structures with consideration of soil deformation over time.
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页码：129 / 137
页数：8
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