Briefing: Soil parameters, sampling and testing for design to Eurocode 7

被引:2
|
作者
Atkinson, John [1 ]
机构
[1] City Univ London, London EC1V 0HB, England
关键词
codes of practice & standards; geotechnical engineering; site investigation;
D O I
10.1680/geng.12.00131
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Eurocode 7 defines a characteristic strength for an ultimate limit state analysis with specified partial factors and related codes specify how the characteristic strength should be determined from laboratory tests on samples. The note discusses how designers might choose between peak, critical state and residual strengths and how they might determine values from tests on samples of different quality class.
引用
收藏
页码:428 / 430
页数:3
相关论文
共 50 条
  • [21] Discussion on Robustness in the Context of Eurocode 7 Partial Factor Design
    Marques, Sonia H.
    GEO-RISK 2017: RELIABILITY-BASED DESIGN AND CODE DEVELOPMENTS, 2017, (283): : 425 - 434
  • [22] POSSIBLE IMPACT OF EUROCODE 7 ON SLOPE DESIGN FOR ROADS AND RAILWAYS
    Papic, Jovan Br.
    Ristov, R.
    Ognjenovic, Slobodan
    Pesevski, Igor
    ROAD AND RAIL INFRASTRUCTURE III, 2014, : 567 - 572
  • [23] Structural fire design parameters and procedures - analysis of the potential of Eurocode 3
    Boko, I.
    Toric, N.
    Peros, B.
    MATERIALWISSENSCHAFT UND WERKSTOFFTECHNIK, 2012, 43 (12) : 1036 - 1052
  • [24] Eurocode 7 and Rock Engineering Design: The Case of Rockfall Protection Barriers
    Vagnon, Federico
    Bonetto, Sabrina
    Ferrero, Anna Maria
    Harrison, John Paul
    Umili, Gessica
    GEOSCIENCES, 2020, 10 (08) : 1 - 16
  • [25] The Spanish National Annex to Eurocode EC-7 (geotechnical design)
    Estaire Gepp, Jose
    de Santayana Carrillo, Fernando Pardo
    Perucho Martinez, Aurea
    HORMIGON Y ACERO, 2014, 65 (271): : 47 - 62
  • [26] Application of Eurocode 7, part 1 in the design procedure of a piled foundation
    Heijnen, WJ
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 2229 - 2232
  • [27] Importance of data and process management in Eurocode 7-based design
    Matesic, Leo
    Kvasnicka, Predrag
    Mihalic, Snjezana
    GEOFIZIKA, 2011, 28 (01) : 99 - 107
  • [28] DESIGN OF GEOSYNTHETIC REINFORCEMENTS FOR EARTH STRUCTURES IN LINE WITH REGULATIONS OF EUROCODE 7
    Sobolewski, Janusz
    ROADS AND BRIDGES-DROGI I MOSTY, 2010, 9 (02): : 73 - 86
  • [29] Calculation criteria in Eurocode 7. A methodological change in foundation design
    Crespo Rodriguez, Pilar
    Parrilla Alcaide, Alvaro
    Estaire Gepp, Jose
    Ortega Cornejo, Miguel
    Perez Caldentey, Alejandro
    HORMIGON Y ACERO, 2014, 65 (271): : 31 - 46
  • [30] Discussion: How Eurocode 7 has affected geotechnical design: a review
    Orr, T. L. L.
    Vardanega, P. J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2013, 166 (06) : 610 - 612