Effect of Geosynthetics Position on Shallow Anchor Uplift Capacity
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-2676-3_29
Reference14 articles.
1. Krishnaswamy NR, Parashar SP (1994) Uplift behaviour of plate anchors with geosynthetics. Geotext Geomembr 13(2):67–89
2. Kishor Kumar V, Ilamparuthi K (2020) Performance of anchor in sand with different forms of geosynthetic reinforcement. Geosynth Int 27(5):503–522
3. Giffels WC, Graham RE, Mook JF (1960) Concrete cylinder anchors proved for 345-KV tower line. Electr World 154:46–49
4. Adams JI, Hayes DC (1967) The uplift capacity of shallow foundations. Ontario Hydro Res Q 19(1):1–13
5. Ilamparuthi K, Dickin EA (2001) Predictions of the uplift response of model belled piles in geogrid-cell-reinforced sand. Geotext Geomembr 19(2):89–109
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