DESIGN OF FOUNDATIONS IN FRANCE WITH THE USE OF MENARD PRESSUREMETER TESTS (MPM)

被引：11

作者：

Frank, Roger ^{[1
]}

机构：

[1] Univ Paris Est, Ecole Ponts ParisTech, CERMES, UR Navier, Paris, France

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2009年 / 46卷 / 06期

关键词：

D O I：

10.1007/s11204-010-9069-5

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The present paper summarizes the main features of the MPM method used for designing foundations of civil engineering works in France (with code "Fascicule 62-V," MELT, 1993; see also Frank, 1999): shallow foundations, axially loaded piles, and transversely loaded piles. It focuses on the origin of the design rules and also mentions their adaptation to Eurocode 7 on "Geotechnical design."

引用

页码：219 / 231

页数：13

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