Effect of Compaction on Strength of Soil-Pozzlana Mixture
الكلمات المفتاحية:
Soil Stabilization، Soil-Pozzlana mixtures، Soil compactionالملخص
Soil stabilization is the alteration of state of soil to acceptable engineering condition to improve its engineering performance. This is done by mechanical, chemical, thermal, and electrical methods(1). The main engineering properties of soil are strength, permeability, and consolidation. Several previous works were made to investigate the effect of compaction on strength of soil-cement mixture, soil-lime mixture, soil fly ash mixture,….etc. In this paper, the effect of two methods of compaction (impact and static) on unconfined compressive strength of soil-pozzlana mixture was investigated.
التنزيلات
Key Dates
منشور
2012-12-01
إصدار
القسم
Articles
الرخصة
هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.
The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY) 
كيفية الاقتباس
Effect of Compaction on Strength of Soil-Pozzlana Mixture. (2012). مجلة الهندسة والتنمية المستدامة, 16(4), 157-166. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1232
