胶体-硅胶稳定前后砂的强度和剪胀性

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2021-02-18 DOI:10.1680/JGEOT.19.P.123

P. K. Triantafyllos, V. N. Georgiannou, E. Pavlopoulou, Y. Dafalias

引用次数: 10

摘要

为了评估使用胶体硅胶稳定对砂后续行为的影响，研究了M31砂的剪胀性、峰值和极限强度特性。。。

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 dilatancy of sand before and after stabilisation with colloidal-silica gel

To evaluate the effect of stabilisation by using a colloidal silica aqueous gel on the subsequent behaviour of sand, the dilatancy and peak and ultimate strength characteristics of M31 sand were in...

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来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.