Swell and compressibility of fly ash−clay blends in lumps and powders: effect of 4% lime

IF 1.3 Q3 ENGINEERING, GEOLOGICAL

Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-07-24 DOI:10.1680/JGRIM.18.00079

B. Phanikumar, T. Nagaraju, K. Mounika

引用次数: 1

Abstract

This paper describes the influence of fly ash on the swell-compressibility characteristics of an expansive clay passing through a 4·75 mm sieve. The free-swell index (FSI), heave, swell potential, ...

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粉煤灰-粘土混合料块状和粉状的膨胀性和压缩性:4%石灰的影响

本文研究了粉煤灰对膨胀粘土通过4.75 mm筛网膨胀压缩特性的影响。自由膨胀指数(FSI)、升沉、膨胀势、…

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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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.