Centrifuge Model Studies on the Load-Bearing Characteristics of Geosynthetic-Reinforced Soil Abutment

Author:

Zhao Chongxi,Xu Chao,Wang Qingming

Publisher

Springer Nature Singapore

Reference12 articles.

1. Adams M, Ketchart K, Wu JT (2007) Mini pier experiments: geosynthetic rein-forcement spacing and strength as related to performance. Geosynthetics Reinforcement Hydraul Appl 165:1–9

2. Adams M, Nicks J (2018) Design and construction guidelines for geosynthetic reinforced soil abutments and integrated bridge systems. FHWA publication no: FHWA-HRT-17-080. Federal highway administration, Washington, D.C., USA

3. Adams MT (1997) Performance of a prestrained geosynthetic reinforced soil bridge pier. Proceedings, mechanically stabilized backfill. Balkema. Rotterdam, The Netherlands

4. Lenart S, Koseki J, Miyashita Y, Sato T (2014) Large-scale triaxial tests of dense gravel material at low confining pressures. Soils Found 54(1):45–55. https://doi.org/10.1016/j.sandf.2013.12.005

5. Nicks JE, Adams M, Ooi P, Stabile T (2013) Geosynthetic reinforced soil performance testing—axial load deformation relationships. FHWA-HRT 13:066

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