Case Histories on the Application of Vacuum Preloading and Geosynthetic-Reinforced Soil Structures in Indonesia

  • Tjie-Liong GouwEmail author
Original Paper


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.


Preloading Prefabricated vertical drain Vacuum preloading Geosynthetic-reinforced soils 



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.


  1. 1.
    Cox JB (1970) The distribution and formation of recent sediments in South East Asia. In: Proceeding 2nd South Asia conference on soil engineering, pp 30–47Google Scholar
  2. 2.
    Indonesian Public Work Department (2002) Geoguide. Departemen Pekerjaan Umum, JakartaGoogle Scholar
  3. 3.
    Irsyam M (2012) Geotechnical engineering lecture notes. Institut Teknologi Bandung, IndonesiaGoogle Scholar
  4. 4.
    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), BangkokGoogle Scholar
  5. 5.
    Gouw TL (1990) Dynamic compaction for reducing earthquake induced soil liquefaction, in Indonesian. In: 4th Indonesian conference on geotechnical engineering, BandungGoogle Scholar
  6. 6.
    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, JakartaGoogle Scholar
  7. 7.
    Gouw TL (1991) Dynamic compaction on coraline soil. In: 9th Asian regional conference on soil mechanics and foundation engineering, BangkokGoogle Scholar
  8. 8.
    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, ThailandGoogle Scholar
  9. 9.
    Gouw TL, Irsyam M, Gunawan A (2013) The application of ground improvement techniques in Indonesia. In: 18th Southeast Asian geotechnical conference, SingaporeGoogle Scholar
  10. 10.
    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, BangkokGoogle Scholar
  11. 11.
    Gouw TL (1992) Satisfactory performance of monolithic vertical drain. In: International symposium on the applications of geosynthetic technology, JakartaGoogle Scholar
  12. 12.
    Gouw TL (1995) Precompression by synthetic vertical drains. Indonesian. Indones Geotech J I(01):43–64Google Scholar
  13. 13.
    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, BandungGoogle Scholar
  14. 14.
    Gouw TL (1990) Creep factor in the selection of geosynthetics for Earth reinforcement, in Indonesian. In: 4th Indonesian conference on geotechnical engineering, BandungGoogle Scholar
  15. 15.
    Gouw TL (1990) The application of geosynthetics in accelerating the construction of road embankment, in Indonesian. In: Seminar on reinforced embankments-theory and practice, JakartaGoogle Scholar
  16. 16.
    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 DelhiGoogle Scholar
  17. 17.
    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, JakartaGoogle Scholar
  18. 18.
    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, JakartaGoogle Scholar
  19. 19.
    Gouw TL, Liu Y (2013) Vacuum preloading for a power plant project in Southern Vietnam. In: 18th South East Asian geotechnical conference, SingaporeGoogle Scholar
  20. 20.
    Masse F, Spaulding CA, Wong PIC, Varaksin S (2011) Vacuum consolidation: a review of 12 years of successful development. Geo-Odyssey, ASCE/Virginia Tech, BlacksburgGoogle Scholar
  21. 21.
    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, JakartaGoogle Scholar
  22. 22.
    Gartung E (1986) Excavation in hard clays of the Keuper formation. In: Proceeding of symposium on geotechnical engineering, Seattle, WashingtonGoogle Scholar

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© Indian Geotechnical Society 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringUniversitas Katolik ParahyanganBandungIndonesia
  2. 2.JakartaIndonesia

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