Experimental Investigation for Failure Mechanism and Bearing Capacity of Strip Footing on Soil Reinforced with Geotextile Following the Shukla's Wraparound Reinforcement Technique

IF 2.3 Q2 ENGINEERING, GEOLOGICAL
Bayram Ateş, E. Şadoğlu
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引用次数: 0
采用舒克拉环绕加固技术对土工织物加固土壤上带状基脚的破坏机理和承载能力进行实验研究
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来源期刊
CiteScore
4.20
自引率
17.20%
发文量
68
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