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
收藏
页码：219 / 231
页数：13
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