KİREÇLE STABİLİZE EDİLMİŞ KİL ZEMİNLERİN DAYANIMINA GECİKMİŞ KOMPAKSİYONUN ETKİSİ
Stabilization of clay soils using lime additive is the most preferred method due to both economic and environmental effects. The improvement in the engineering properties of the soil after stabilization allows the use of lime-added soils in fillings. Compaction delay that may occur...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Eskişehir Osmangazi University
2020-12-01
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Series: | Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi |
Subjects: | |
Online Access: | https://dergipark.org.tr/en/download/article-file/1270507 |