Pullout Behaviour of Micropiles Stabilized with Fly Ash

Author:

Orekanti Eswara ReddyORCID,Puram Rajasekhar

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Reference20 articles.

1. Lizzi F (1982) The paliradice (root piles) In: Proceedings of symposium on soil and rock improvement techniques including geotextiles reinforced earth and modern piling methods, Bangkok, 29 November to 3 December 1982, p D-1-1–D-1-21

2. Plumelle C (1984) Improvement of the bearing capacity of the soil by inserts of group and reticulated micropiles. In: Proceedings of international symposium on in-situ reinforcement of soils and rocks, Paris, 1984, p 83–89

3. Sealy CO, Bandimere SW (1987) Grouting in difficult soil and weather conditions. J Perform Construct Facil 1(2):84–94. https://doi.org/10.1061/(ASCE)0887-3828(1987)1:2(84)

4. Sridharan A, Srinivasa Murthy BR (1993) Remedial measures to building settlement problem. In: Proceedings of third international conference on case histories in geotechnical engineering, St. Louis, Missouri, June 1–4, 1993, Paper No. 1.49, p 221–224

5. Ata A, Vipulanandan C (1998) Cohesive and adhesive properties of silicate grout on grouted-sand behaviour. J Geotech Geoenviron Eng 124(1):38–44. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:1(38)

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1. Multiparameter Experimental Study on the Factor Contributions of Micropile Uplift Capacity Using Taguchi Approach;International Journal of Geosynthetics and Ground Engineering;2023-07-24

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