Determination of the consolidation coefficient of low compressibility materials: application to fresh cement-based materials

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• 作者：Damien Rangeard (1)
  Arnaud Perrot (2)
  Vincent Picandet (2)
  Yannick M茅linge (1)
  Patrice Estell茅 (1)
  
  1. Universit茅 Europ茅enne de Bretagne ; Laboratoire G茅nie Civil et G茅nie M茅canique (LGCGM) ; Institut National des Sciences Appliqu茅es (INSA) ; 20 Avenue des Buttes de Co毛smes ; CS70939 ; 35708 ; Rennes ; France
  2. Universit茅 Europ茅enne de Bretagne ; Laboratoire d鈥橧ng茅nierie des Mat茅riaux de Bretagne (LIMat B) ; Centre de Recherche de Saint Maud茅 ; Universit茅 de Bretagne Sud ; BP 92116 ; 56321 ; Lorient Cedex ; France
  
• 关键词：Consolidation coefficient ; Clay ; Fresh cement pastes ; Permeability
• 刊名：Materials and Structures
• 出版年：2015
• 出版时间：May 2015
• 年：2015
• 卷：48
• 期：5
• 页码：1475-1483
• 全文大小：563 KB
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• 刊物类别：Engineering
• 刊物主题：Structural Mechanics
  Theoretical and Applied Mechanics
  Mechanical Engineering
  Operating Procedures and Materials Treatment
  Civil Engineering
  Building Materials
  
• 出版者：Springer Netherlands
• ISSN：1871-6873

文摘

This paper focuses on the determination of the consolidation characteristics of mineral materials. The main objectives were to improve measurement accuracy and to reduce test duration. Consolidation characteristics govern fluid migration and the evolution of the properties; compressibility, permeability and consolidation coefficient are required to describe hydro-mechanical behaviour. In this paper, a method of consolidation coefficient determination is proposed. After the measurement of compressibility and permeability, the evolution of the consolidation coefficient as a function of void ratio was computed. The method was applied to two different mineral materials: a clay material (kaolin paste) and a fresh cement paste. The results obtained were compared with commonly used methods described in national standards; comparison showed that the developed procedure is quicker and provides more reliable results.