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Abstract
Analysis of Temporary Preloading for Bridge Approach Embankment to Eliminate Secondary CompressionCase Study: Probolinggo – Banyuwangi Toll Road Construction Project Section 3 STA 40+550 Muhammad Rizal Permadi, Indrasurya B. Mochtar, Noor Endah Mochtar & Reza KazhimiThe Effect of Prefabricated Vertical Drain Length on Soft Soil Settlement (Case Study: The North Ring Road of Lamongan STA. 3+200)Henniko Okadha, Herman Wahyudi, Yudhi Lastiasih & Sifa' UdukhaAnalysis of Excavated Soil Utilization as Embankment Material and Foundation Layer on Singaraja – Mengwitani Road Section (BALI) Dinul Hadi, Ria Asih Aryani Soemitro, Trihanyndio Rendy Satrya & Noor FachrieAnalysis of PVD Installation Methods Due to Limited Vertical Clearance in the Lamongan North Ring Road Construction Project Section 1 STA 0+400 to STA 0+426 Fanny Rumintha Br Barimbing, Yudhi Lastiasih, Herman Wahyudi & Sifa` UdukhaDetermination of Building Assets and Equipment Requirements Based on Sustainable Warehouse Cencepts for PT Kansai Prakarsa Coatings Putri Dewi Purnama & Halla Nur Aziza
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