Algorithm and program for engineering analysis of foundation-slab settlement with allowance for nonuniform bed loading and heterogeneity of the mass

被引：1

作者：

Sheinin V.I. ^{[1
]}

Sarana E.P. ^{[1
]}

Artemov S.A. ^{[1
]}

Favorov A.V. ^{[1
]}

机构：

[1] Scientific-Research Institute of Foundations and Underground Structures,

来源：

Soil Mechanics and Foundation Engineering | 2006年 / 43卷 / 5期

关键词：

Lower Surface; Underground Structure; Stiffness Coefficient; Building Foundation; Subgrade Reaction;

D O I：

10.1007/s11204-006-0041-3

中图分类号：

学科分类号：

摘要：

An algorithm is proposed for practical implementation of a scheme for analysis of the settlement of building foundations, which has been set forth in modern regulatory documents. Methods to account for a slab with a complex planform, nonuniform loading on the bed, and the actual heterogeneity of the soil bed, which can be assigned directly from survey data, are developed within the framework of this scheme. © Springer Science+Business Media, Inc. 2006.

引用

页码：153 / 160

页数：7

共 2 条

[1] Engineering Analysis of Foundation Slab Settlement and Deformation for a High-Rise Building on a Nonuniform Rock Bed
Sheinin, V. I.
Sarana, E. P.
Soboleva, V. N.
Gurevich, D. V.
Katsnel'son, L. B.
[J]. Soil Mechanics and Foundation Engineering, 2016, 53 (05) : 304 - 311
[2] Engineering Analysis of Foundation Slab Settlement and Deformation for a High-Rise Building on a Nonuniform Rock Bed
V. I. Sheinin
E. P. Sarana
V. N. Soboleva
D. V. Gurevich
L. B. Katsnel’son
[J]. Soil Mechanics and Foundation Engineering, 2016, 53 : 304 - 311

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