Laboratory improvement of liquefiable sand via colloidal silica and weak cementation

IF 1.3 Q3 ENGINEERING, GEOLOGICAL

Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-11-14 DOI:10.1680/jgrim.19.00019

A. Vranna, T. Tika

引用次数: 9

Abstract

A laboratory study was undertaken on the improvement of the cyclic response of liquefiable sand by means of two treatment techniques − passive stabilisation and weak cementation. Colloidal silica (...

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利用硅溶胶和弱胶结对可液化砂进行实验室改良

采用被动稳定和弱胶结两种处理技术对可液化砂循环响应的改善进行了实验室研究。胶体二氧化硅(…

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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.