Geosynthetics technology has been applied in Indonesia as early as 1983 where a high strength geotextile of 200 kN/m was laid to help stabilize the highway built on swampy land toward Jakarta International Airport. Since then, geosynthetics have been gaining popularity in solving various geotechnical problems, e.g., slope stabilization, construction of retaining walls, acceleration of consolidation, lining of ponds, construction of breakwaters and shore protection works, etc. Six case histories on the application of geosynthetics technology are presented in this paper. Three case histories on the application of prefabricated vertical drain with vacuum preloading to accelerate consolidation process of very soft clay are discussed. The first case is a vacuum preloading on lowland area, just a few km from seashore. The second case was vacuum preloading on high ground of about 700 m from sea level. The third case was vacuum preloading combined with surcharging. Another three case histories discussed the application of geosynthetic-reinforced soils in slope stabilization where, instead of granular material, cohesive materials were utilized as backfill. The first was its application for river embankment stabilization. The second was a back-to-back 13-m-high reinforced soil to support a railway on top of it. The third was a 25–37 m high retaining structure developed on a problematic clay shale for a runway support. Despite the difficulties encountered, each of the projects was finally executed safely and successfully.
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Cox JB (1970) The distribution and formation of recent sediments in South East Asia. In: Proceeding 2nd South Asia conference on soil engineering, pp 30–47
Indonesian Public Work Department (2002) Geoguide. Departemen Pekerjaan Umum, Jakarta
Irsyam M (2012) Geotechnical engineering lecture notes. Institut Teknologi Bandung, Indonesia
Gouw TL (1989) Deep compaction for ground improvement and for reduction of liquefaction potential in Sumatra, Indonesia, M.Eng. Thesis, Asian Institute of Technology (AIT), Bangkok
Gouw TL (1990) Dynamic compaction for reducing earthquake induced soil liquefaction, in Indonesian. In: 4th Indonesian conference on geotechnical engineering, Bandung
Gouw TL (1990) Vibro-compaction, some examples on the construction difficulties. In: 2nd short course and seminar on ground improvement—mechanically stabilized Earth and Its application, Jakarta
Gouw TL (1991) Dynamic compaction on coraline soil. In: 9th Asian regional conference on soil mechanics and foundation engineering, Bangkok
Gouw TL (1997) Soil improvement on reclaimed lands—the indonesian experiences. In: 30th year anniversary symposium of the Southeast Asian Geotechnical Society. Deep excavations, ground improvements and tunneling, Bangkok, Thailand
Gouw TL, Irsyam M, Gunawan A (2013) The application of ground improvement techniques in Indonesia. In: 18th Southeast Asian geotechnical conference, Singapore
Gouw TL (2017) Proposed design guideline of dynamic compaction for practicing engineers. In: 50th Anniversary celebration of the Southeast Asian Geotechnical Society, Asian Institute Technology, Bangkok
Gouw TL (1992) Satisfactory performance of monolithic vertical drain. In: International symposium on the applications of geosynthetic technology, Jakarta
Gouw TL (1995) Precompression by synthetic vertical drains. Indonesian. Indones Geotech J I(01):43–64
Gouw TL (2014) A proposed Indonesian standard for design, execution, and installation of soft ground improvement by use of prefabricated vertical drain. In: International conference on soft soils 2014, Universitas Katolik Parahyangan dan Universiti Tun Hussein Onn Malaysia, Bandung
Gouw TL (1990) Creep factor in the selection of geosynthetics for Earth reinforcement, in Indonesian. In: 4th Indonesian conference on geotechnical engineering, Bandung
Gouw TL (1990) The application of geosynthetics in accelerating the construction of road embankment, in Indonesian. In: Seminar on reinforced embankments-theory and practice, Jakarta
Gouw TL, Lelli M, Meinata LE, Laneri R, Cerro M, Rimoldi P (2016) High hybrid reinforced soil slope as runway support—Tana Toraja airport case study. In: 6th Asian regional conference on geosynthetics, November 8–11, 2016, New Delhi
Lelli M, Gouw TL, Laneri R, Cerro M, Meinata LE (2016) Design of Earth structures reinforced with polymeric and metallic reinforcements using limit equilibrium methods. In: Indonesian geosynthetics conference 2016, Indonesian chapter of International Geosynthetics Society, Jakarta
Lelli M, Gouw TL, Laneri R (2017) The important role of execution and CQA/CQC plans in building with geosynthetics. In: Geosintetik Indonesia 2017 seminar on quality in construction using geosynthetics, by Indonesian chapter of International Geosynthetics Society, Century Hotel, Jakarta
Gouw TL, Liu Y (2013) Vacuum preloading for a power plant project in Southern Vietnam. In: 18th South East Asian geotechnical conference, Singapore
Masse F, Spaulding CA, Wong PIC, Varaksin S (2011) Vacuum consolidation: a review of 12 years of successful development. Geo-Odyssey, ASCE/Virginia Tech, Blacksburg
Dobie M (2017) Considerations in the design and construction of reinforced soil structures using clay fills with special reference to Indonesia. In: Proceeding geosintetik Indonesia 2017, INA-IGS, Jakarta
Gartung E (1986) Excavation in hard clays of the Keuper formation. In: Proceeding of symposium on geotechnical engineering, Seattle, Washington
The author would like to thank PT. Geotekindo, PT. Geosystem Teknindo Unggul, and PT. Maccaferri Indonesia for giving permission in using the project data to write this paper.
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Gouw, TL. Case Histories on the Application of Vacuum Preloading and Geosynthetic-Reinforced Soil Structures in Indonesia. Indian Geotech J 50, 213–237 (2020). https://doi.org/10.1007/s40098-019-00391-5
- Prefabricated vertical drain
- Vacuum preloading
- Geosynthetic-reinforced soils