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Experimental Study on Unconfined Compressive Strength of Basalt Fiber Reinforced Clay Soil
المؤلفون المشاركون
Gao, Lei
Hu, Guohui
Xu, Nan
Fu, Junyi
Xiang, Chao
Yang, Chen
المصدر
Advances in Materials Science and Engineering
العدد
المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-8، 8ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2015-08-27
دولة النشر
مصر
عدد الصفحات
8
الملخص EN
In order to study the mechanism and effect of basalt fiber reinforced clay soil, a series of unconfined compressive strength tests conducted on clay soil reinforced with basalt fiber have been performed under the condition of optimum water content and maximum dry density.
Both the content and length of basalt fiber are considered in this paper.
When the effect of content is studied, the 12 mm long fibers are dispersed into clay soil at different contents of 0.05%, 0.1%, 0.15%, 0.20%, 0.25%, 0.30%, and 0.35%.
When the effect of length is researched, different lengths of basalt fibers with 4 mm, 8 mm, 12 mm, and 15 mm are put into soil at the same content of 0.05%.
Experimental results show that basalt fiber can effectively improve the UCS of clay soil.
And the best content and length are 0.25% and 12 mm, respectively.
The results also show that the basalt fiber reinforced clay soil has the “poststrong” characteristic.
About the reinforcement mechanism, the fiber and soil column-net model is proposed in this paper.
Based on this model and SEM images, the effect of fiber content and length is related to the change of fiber-soil column and formation of effective fiber-soil net.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Gao, Lei& Hu, Guohui& Xu, Nan& Fu, Junyi& Xiang, Chao& Yang, Chen. 2015. Experimental Study on Unconfined Compressive Strength of Basalt Fiber Reinforced Clay Soil. Advances in Materials Science and Engineering،Vol. 2015, no. 2015, pp.1-8.
https://search.emarefa.net/detail/BIM-1053347
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Gao, Lei…[et al.]. Experimental Study on Unconfined Compressive Strength of Basalt Fiber Reinforced Clay Soil. Advances in Materials Science and Engineering No. 2015 (2015), pp.1-8.
https://search.emarefa.net/detail/BIM-1053347
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Gao, Lei& Hu, Guohui& Xu, Nan& Fu, Junyi& Xiang, Chao& Yang, Chen. Experimental Study on Unconfined Compressive Strength of Basalt Fiber Reinforced Clay Soil. Advances in Materials Science and Engineering. 2015. Vol. 2015, no. 2015, pp.1-8.
https://search.emarefa.net/detail/BIM-1053347
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1053347
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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