Evaluating Permeability and Efficiency of Substrates by Using Permeation Grouting Sand Column Test

Author:

Fan Jen-Chen,Liu Wen-Yao,Liu Che-Hsin,Huang Chien-Lin,Tan Yun-Wei,Guo Jia-Jun

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference47 articles.

1. Akbulut, S. and Saglamer, A. (2002). “Estimating the groutability of granular soil: A new approach,” Tunnelling and Underground Space Technology, Elsevier, Vol. 17, No. 4, pp. 371–380, DOI: 10.1016/S0886-7798(02)00040-8.

2. ASTM D421-85 (2002). Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants, ASTM International, West Conshohocken, PA.

3. ASTM D422-63 (2002). Standard Test Method for Particle-Size Analysis of Soils, ASTM International, West Conshohocken, PA.

4. ASTM D854-02 (2002). Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, ASTM International, West Conshohocken, PA.

5. Axelsson, M., Gustafson G., and Fransson, A. (2009). “Stop mechanism for cementitious grouts at different water-to-cement ratio,” Tunnelling and Underground Space Technology, Elsevier, Vol. 24, No. 4, pp. 390–397, DOI: 10.1016/j.tust.2008.11.001.

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