Effect of air injection on pile and pile group behavior in liquefiable soil

Author:

Rasekh FarzadORCID,Omidi AfshinORCID,Saeedi Azizkandi Alireza,Shahnazari HabibORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. ASTM (2011) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487, West Conshohocken, PA

2. ASTM (2014) Standard test method for sieve analysis of fine and coarse aggregates. ASTM C136, West Conshohocken, PA

3. Bao X, Jin Z, Cui H, Chen X, Xie X (2019) Soil liquefaction mitigation in geotechnical engineering: an overview of recently developed methods. Soil Dyn Earthq Eng 120:273–291. https://doi.org/10.1016/j.soildyn.2019.01.020

4. Camp WM III, Camp HC, Andrus RD (2010) “Liquefaction mitigation using air injection.” Proc., 5th Int. Conf. on Recent Advances in Geotech. Earthquake Engineering and Soil Dynamics, Missouri Univ. of Science and Technology, Rolla, MO

5. Dash SR, Govindaraju L, Bhattacharya S (2009) A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake. Soil Dyn Earthq Eng 29(2):333–346. https://doi.org/10.1016/j.soildyn.2008.03.004

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