稳定挪威粘土实验室混合试样的强度和刚度

IF 1.3 Q3 ENGINEERING, GEOLOGICAL

Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-10-25 DOI:10.1680/jgrim.19.00051

P. Paniagua, B. K. F. Bache, K. Karlsrud, A. K. Lund

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引用次数: 10

摘要

通过将土壤与稳定剂或粘合剂(如石灰、水泥、水泥窑粉尘或它们的组合)深度混合来就地改善地面，这是北欧国家最常用的方法。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Strength and stiffness of laboratory-mixed specimens of stabilised Norwegian clays

In situ ground improvement by deep mixing the soil with stabilising agents or binders as lime, cement, cement kiln dust or a combination of these is the most common method applied in the Nordic cou...

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来源期刊

Proceedings of the Institution of Civil Engineers-Ground Improvement ENGINEERING, GEOLOGICAL-

CiteScore

3.10

自引率

8.30%

发文量

期刊介绍： Ground Improvement provides a fast-track vehicle for the dissemination of news in technological developments, feasibility studies and innovative engineering applications for all aspects of ground improvement, ground reinforcement and grouting. The journal publishes high-quality, practical papers relevant to engineers, specialist contractors and academics involved in the development, design, construction, monitoring and quality control aspects of ground improvement. It covers a wide range of civil and environmental engineering applications, including analytical advances, performance evaluations, pilot and model studies, instrumented case-histories and innovative applications of existing technology.