Civil and Project journal

The effect of geotextiles enclosed stone columns on soil remediation

Volume 1, Issue 6 - Serial Number 6
December 2019
Pages 45-58
Civil and Project journal

Document Type : Research Article

Authors

Behzad Ebadi 1
Rahman Sharifi 2
Mahmud Nikkhah 3

1 Azad university of semnan

2 Assistant Professor of Soil Conservation and Watershed Management Research Department, Agricultural and Natural Resources Research and Education Center of Tehran Province, AREEO, Tehran, Iran.

3 Department of Civil Engineering, Semnan Branch,Islamic Azad University, Seman, Iran

Keywords

Stone columns
bearing capacity
Geotextile
soil amendation
plaxis 2d
Subjects

Ahmet Demir, Talha Sarıcı(2016),Bearing capacity and bulging behavior of Geogrid encased stone columns,Selçuk
Üniversitesi Mühendislik Fakültesi.
Bipin K Gupta, Dipanjan Basu(2018),Dynamic analysis of axially loaded end-bearing pile in a homogeneous viscoelastic
soil,Soil Dynamics and Earthquake Engineering ,111, 31-40.
Minghua ZHAO, Weixi HE, Meng LIU(2017),Calculation method for the bearing capacity of stone columns based on the
cavity expansion theory,Hydrogeology & Engineering Geology Murtaza Hasan, NK Samadhiya.
Performance of geosynthetic-reinforced granular piles in soft clays: Model tests and numerical analysis,Computers and
Geotechnics 87, 178-187, 2017.
Radhey S Sharma, BR Phani Kumar, G Nagendra,Compressive load response of granular piles reinforced with
geogrids,Canadian Geotechnical Journal 41 (1), 187-192, 200
  • Receive Date 12 April 2019
  • Revise Date 09 November 2019
  • Accept Date 19 November 2019
  • First Publish Date 19 November 2019
  • Publish Date 23 October 2019

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