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Keywords: Soft Ground
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Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2026) 33 (2): 238–255.
Published: 22 August 2025
... Soft Ground Reinforcement Effect Stacked Prefabricated Vertical Drain UN SDG 13: Climate Action National Natural Science Foundation of China 52108336 Entrusted project by the enterprise: China Railway 20th Bureau Group Fourth Engineering Co., Ltd QTHT-20231105-0003 The authors...
Includes: Supplementary data
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2020) 27 (2): 200–218.
Published: 17 June 2019
... the embankment and surcharge 1 σ avg = γ 1 H 1 + γ 2 H 2 + q 25 04 2018 13 10 2018 04 02 2019 © 2019 Thomas Telford Ltd 2019 Geosynthetics Column-supported embankment Load transfer platform Soft ground Load-displacement compatibility...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2017) 24 (1): 72–81.
Published: 01 August 2016
..., adjustable Material Filter — — Nonwoven polyester chemicals, hydrophilic material Board core — — Polypropylene, polyethylene 21 12 2015 05 05 2016 14 06 2016 © 2016 Thomas Telford Ltd 2016 Geosynthetics vacuum preloading electro-osmosis soft ground...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2011) 18 (5): 304–321.
Published: 01 October 2011
... on soft ground. Current design methods for the estimation of reinforcement loads of reinforced structures on firm foundation, namely the tieback wedge or simplified method, the FHWA structure stiffness method, the original K-stiffness method and the modified K-stiffness method, were applied to calculate...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2008) 15 (2): 165–171.
Published: 01 April 2008
...S. K. Shukla; R. Kumar This Technical Note presents the derivation of an expression for the factor of safety with respect to the overall slope stability of a prestressed geosynthetic-reinforced embankment resting on soft ground. A detailed parametric study is carried out to observe the effect...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2002) 9 (3): 217–245.
Published: 01 January 2002
... and the reinforcement inclination factor. Back-analyses confirmed the horizontal and bisectional directions of reinforcement tensile force corresponding to the critical and collapse heights, respectively. KEYWORDS: Geotextile, Critical strain, Localized strain, Inclination factor, Soft ground. AUTHORS: D.T. Bergado...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2001) 8 (1): 27–48.
Published: 01 January 2001
...C. Zhan; J.H. Yin A two-dimensional analytical model based on elasticity theory is developed for modeling soil-geosynthetic interaction for a geosynthetic layer of finite length embedded horizontally between granular fill and soft ground under a foundation loading. The soil-geosynthetic interaction...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (1996) 3 (5): 583–604.
Published: 01 January 1996
...P.V. Long; D.T. Bergado; A.S. Balasubramaniam General solutions are developed for the rotational stability analysis of an embankment with and without reinforcement constructed on soft ground that has an undrained shear strength varying with depth. The general cases of an embankment having a berm...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (1996) 3 (1): 31–48.
Published: 01 January 1996
...H. Ochiai; Y. Watari; Y. Tsukamoto This paper summarizes the theory and practice of geosynthetic reinforcement of fills over extremely soft ground in Japan. Emphasis is placed on artificially reclaimed soft ground composed of marine soils which are characterized by high water contents and low shear...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (1995) 2 (2): 473–493.
Published: 01 January 1995
.../612-631-9334 1995 Reinforcement Geogrid Foundation Soft ground Technical Paper by N. Miura, A. Sakai, K. Fujikawa and R. Shivashankar REINFORCED GRAVEL FOUNDATION FOR BOX CULVERT CONSTRUCTION ON SOFT AND SUBSIDING GROUND ABSTRACT: The paper investigates the performance of box culverts...
