Calculation of Presumed Bearing Capacity of Shallow Foundations According to the Principles of Eurocode 7

被引：3

作者：

Moczar, Balazs ^{[1
]}

Szendefy, Janos ^{[1
]}

机构：

[1] Budapest Univ Techol & Econ, Fac Civil Engn, Dept Geotech & Engn Geol, Muegyet Rkp 3, H-1111 Budapest, Hungary

来源：

PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2017年 / 61卷 / 03期

关键词：

shallow foundations; bearing capacity; limiting bearing pressure; presumed bearing capacity; FOOTINGS;

D O I：

10.3311/PPci.8553

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Various simplified design procedures can be found in the literature, intended for the design of shallow foundations of lower importance buildings and pre-dimensioning. In most cases, these design procedures are based on vaguely defined soil types and parameters, and are not compatible with Eurocode. The aim of this paper is to establish a, design procedure by prescriptive measures", according to the guidelines of Eurocode 7. Within this framework, previous design procedures are reviewed and a new procedure is developed for the simplified calculation of the bearing capacity of shallow foundations, conforming to the principles and rules of Eurocode 7.

引用

页码：505 / 515

页数：11

共 50 条

[1] Reliability of shallow foundations designed to Eurocode 7
Forrest, William S.
Orr, Trevor L. L.
GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2010, 4 (04) : 186 - 207
[2] Comparison of European bearing capacity calculation methods for shallow foundations
Sieffert, JG
Bay-Gress, C
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2001, 149 (01) : 63 - 64
[3] Comparison of European bearing capacity calculation methods for shallow foundations
Sieffert, JG
Bay-Gress, C
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2000, 143 (02) : 65 - 74
[4] The bearing capacity of shallow foundations on slopes
Van Baars, S.
NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING IX, VOL 2, 2018, : 943 - 950
[5] Numerical analysis of shallow foundations - influence of partial material factors according to EUROCODE 7-1
Koudelka, P.
APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 299 - 300
[6] An accessible calculation method of the bearing capacity of shallow foundations on anisotropic rock masses
Galindo, R.A.
Millán, M.A.
Computers and Geotechnics, 2021, 131
[7] An accessible calculation method of the bearing capacity of shallow foundations on anisotropic rock masses
Galindo, R. A.
Millan, M. A.
COMPUTERS AND GEOTECHNICS, 2021, 131
[8] Design approaches of Eurocode 7 and their effect on the safety of shallow foundations
Lesny, K.
APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 297 - 298
[9] Design of spread foundations on rock masses according to Eurocode 7
Miranda, T.
Martins, F.
Araujo, N.
HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT, 2012, : 1959 - 1962
[10] Safety of shallow foundations - Limit State Design according to Eurocode 7 vs. alternative design concepts
Lesny, K.
GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2009, 3 (02) : 97 - 105

← 1 2 3 4 5 →