4.6 Article

Effect of Organic Matter Content and Curing Conditions on the Creep Behavior of an Artificially Stabilized Soil

期刊

JOURNAL OF MATERIALS IN CIVIL ENGINEERING
卷 24, 期 7, 页码 868-875

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0000454

关键词

Deep mixing columns; Creep; Secondary consolidation; Oedometer creep tests; Soft soils

资金

  1. CIEC
  2. FCT [PTDC/ECM/101875/2008]
  3. Fundação para a Ciência e a Tecnologia [PTDC/ECM/101875/2008] Funding Source: FCT

向作者/读者索取更多资源

This paper examines the effect of organic matter content and the curing conditions on the one-dimensional compressibility of Portuguese soft soil stabilized with binders, with a special emphasis on creep behavior. Consolidation and creep oedometer tests were carried out on remolded and stabilized soil samples to study the effects of these factors. The increase of the organic matter content induces the increment of compressibility characteristics, including creep. Curing conditions also affect the one-dimensional compression behavior of the stabilized soil because the underwater curing, the increase of the vertical stress applied on the sample, and the increase of the curing time improve the compressibility characteristics, inducing the reduction of creep deformations. DOI: 10.1061/(ASCE)MT.1943-5533.0000454. (C) 2012 American Society of Civil Engineers.

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