Effect of Variation of In Situ Moisture Content on Pullout Capacity of Grouted Soil Nail

Author:

Ghosh Avishek,Chakraborty Sayantan,Juneja Ashish

Publisher

Springer Singapore

Reference11 articles.

1. ASTM D5321/D5321M (2014) Standard test method for determining the shear strength of soil-geosynthetic and geosynthetic-geosynthetic interfaces by direct shear, vol 17. American, Society for Testing and Materials International, pp 1–11

2. Aytekin M, Nas E (1998) Soil stabilization with lime and cement. Tech J Turkish Chamber Civ Eng 9(1):471–477

3. Cheng YH, Jian-hua YIN, Hua-fu PEI (2013) Comparative study on pullout behaviour of pressure grouted soil nails from field and laboratory tests. J Cent South Univ 13(20):2285–2292

4. Franzén G (2001) Prediction of pullout capacity of soil nails. Int Soc Soil Mech Geotech Eng 3:1743–1747

5. Gurpersaud N, Vanapalli SK, Sivathayalan S (2011) Pull out capacity if soil nails in unsaturated soils. Pan Am CGS geotechnical conference, Toronto, Canada, pp 1–8

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