Keywords: Prefabricated vertical drain
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Journal Articles
Geosynthetics International 1–22.
Published: 06 May 2026
... into a series of repeating unit cells. In this way, the typical unit cell is defined by taking a single PVD as its center and idealized as a circular domain to reflect its geometric equivalence. EPWP excess pore water pressure PVD prefabricated vertical drain PVTD prefabricated...
Journal Articles
Geosynthetics International (2026) 33 (5): 751–770.
Published: 07 April 2026
... empirical approach for calculating settlement in soft clay lumps improved by applying the VCM, estimating that settlement at a 90% degree of consolidation corresponds to 4%–9% of the prefabricated vertical drain installation depth. This finding should enable more accurate pre-construction predictions...
Includes: Supplementary data
Journal Articles
Geosynthetics International (2024) 31 (6): 1036–1046.
Published: 05 December 2024
...J. Wang; R. Anda; H. Fu; X. Hu; X. Li; Y. Cai The vacuum consolidation behavior of dredged slurry improved by horizontal drainage-enhanced geotextile (HDeG) application was investigated. For comparison, vacuum consolidation tests using a prefabricated vertical drain (PVD) and layered prefabricated...
Journal Articles
Journal Articles
Geosynthetics International (2014) 21 (5): 286–300.
Published: 01 October 2014
...F. Xu; J.-C. Chai ABSTRACT: The likely range of values of the maximum lateral displacement of the ground caused by embankment loading of a soil deposit improved by the installation of geosynthetic prefabricated vertical drains (PVDs) was investigated. This involved a study of 18 field cases...
Journal Articles
Geosynthetics International (2010) 17 (6): 431–442.
Published: 01 December 2010
... is an aluminum cylinder of 0.32 m inside diameter and 0.75 m high, was used to simulate the consolidation process of soft soils with a prefabricated vertical drain (PVD) at the center of the cylinder (Figure 1). The PVD-S allows a maximum percentage settlement of 41%, which is a typical value in very soft soils...
Journal Articles
Geosynthetics International (2009) 16 (5): 384–392.
Published: 01 October 2009
...J. Saowapakpiboon; D.T. Bergado; Y.M. Thann; P. Voottipruex ABSTRACT: This paper presents the effects of vacuum and heat preloading of a prefabricated vertical drains (PVD) that are used to accelerate consolidation of soft Bangkok clay. Laboratory model tests were conducted in small-scale...
Journal Articles
Geosynthetics International (2009) 16 (5): 339–353.
Published: 01 October 2009
...D.G. Lin; K.T. Chang ABSTRACT: A prefabricated vertical drain (PVD)-improved ground under embankment surcharge loading at the Second Bangkok International Airport was modelled using a three-dimensional finite difference program and proposed matching schemes. The matching schemes used an equivalent...
Journal Articles
Geosynthetics International (2009) 16 (3): 147–157.
Published: 01 June 2009
...D. Basu; M. Prezzi In the present study, the effect of soil disturbance on prefabricated vertical drain (PVD)-enhanced soft soil consolidation was studied using finite element (FE) analysis. Both square and triangular PVD installation arrangements were considered. The actual shapes of the PVD...
Journal Articles
Geosynthetics International (2000) 7 (3): 189–215.
Published: 01 January 2000
...D. Basu; M.R. Madhav Ground treatment of soft soil deposits by prefabricated vertical drains (PVDs) is a common practice in geotechnical engineering. The PVDs accelerate the consolidation process and help to rapidly increase the strength and stiffness of soil. Certain operational problems...
Journal Articles
Geosynthetics International (2000) 7 (1): 47–57.
Published: 01 January 2000
...A.L. Welker; R.B. Gilbert; J.J. Bowders Many different formulations for converting a prefabricated vertical drain with a rectangular cross section to an equivalent diameter well have been developed. In addition to equivalent diameter, engineers must also consider the impact of smear when designing...
Journal Articles
Geosynthetics International (2000) 7 (2): 119–135.
Published: 01 January 2000
...N. Miura; J.C. Chai This paper reports the long-term discharge capacities of four types of prefabricated vertical drains (PVDs) confined in clay. The results indicate that under clay confinement, the PVD discharge capacities significantly reduced with time. The discharge capacity reduction may...
Journal Articles
Geosynthetics International (1997) 4 (1): 51–64.
Published: 01 January 1997
...B.C. Rawes This paper studies the properties of prefabricated vertical drains (PVDs) that are the controlling factors in the specification of PVDs. The ASTM D 4716 standard test method has generally become the most widely used test method for measuring the discharge capacity of a PVD. In this test...
Journal Articles

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