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Evaluation of the Effectiveness of Soil Nailing Configurations on Slope Stability as an Alternative for Slope Reinforcement in Deep Excavations Case Study of the Rengat–Pekanbaru Toll Road, Pekanbaru Ring Road Section, STA 205+600

DOI : 10.59188/eduvest.v6i7.53397
Rully Finaliyah Santoso Indonesia , Institut Teknologi Sepuluh Nopember
Trihanyndio Rendy Satrya Indonesia , Institut Teknologi Sepuluh Nopember
Ria Asih Aryani Soemitro Indonesia , Institut Teknologi Sepuluh Nopember
8449-8469
Abstract : 6
PDF : 12
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