Analysis 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` Udukha Abstract The construction of the Lamongan North Ring Road is planned to be built on soft soil. Based on the results of the soil investigation, it is known that the subgrade condition is classified as soft to very soft soil with a depth of […]
Analysis 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 Fachrie Abstract Road and bridge construction of the Bts. Singaraja City – Mengwitani is located in a tightly contoured hilly area, resulting in a very large volume of excavation and embankment work. Referring to the data from the field inspection of the construction work […]
The 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’ Udukha Abstract The North Ring Road of Lamongan Project Section I, which stretches from Sta. 0+000 to Sta. 3+265, is indicated to be built on soft silt soil. This paper discusses the effect of Prefabricated Vertical Drains (PVDs) length on the amount of settlement that occurs in […]
Analysis of Temporary Preloading for Bridge Approach Embankment to Eliminate Secondary Compression Case Study: Probolinggo – Banyuwangi Toll Road Construction Project Section 3 STA 40+550
Muhammad Rizal Permadi, Indrasurya B. Mochtar, Noor Endah Mochtar, Reza Kazhimi Abstract Probolinggo – Banyuwangi Toll Road is part of the National Strategic Project, has a length of 172 km which is divided into 7 sections. One of the challenges faced is soft soil, where information is obtained in section 3 precisely STA 40 […]