Installation of groups of stone columns in clay: 3D Coupled Eulerian Lagrangian analyses-Reference-Cited by-同舟云学术

Installation of groups of stone columns in clay: 3D Coupled Eulerian Lagrangian analyses

Published:2022-11 Issue: Volume:151 Page:104931
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Geramian Atefe,Castro Jorge,Ghazavi Mahmoud,Miranda Marina

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference39 articles.

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2. Use of SDMT testing for measuring soil densification by ground improvement in Christchurch;Amoroso;New Zealand. 3rd Int. Conf. Flat Dilatometer DMT'15,2015

3. The pressuremeter and foundation engineering;Baguelin,1978

4. Barksdale, R.T., Bachus R.C., 1983. Design and construction of stone columns. Report FHWA/RD-83/026. Springfield: Nat. Tech. Information Service.

5. Effects of installing displacement piles in a high OCR clay;Bond;Geotechnique,1991

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1. Liquefaction Mitigation of Saturated Sand Using Ordinary, Filtered, and Geosynthetic-encased Stone Columns in Shaking Table Tests;Geotechnical and Geological Engineering;2024-09-14

2. Response of an Installed Suction Caisson Induced by Rectangular Footing Penetration in Nonhomogeneous Clay;International Journal of Geomechanics;2024-09

3. Design of shallow foundation on clayey strata using Ground improvement techniques – A Numerical Study;Journal of Physics: Conference Series;2024-06-01

4. Installation behavior of an underwater rammed stone column in clay;Acta Geotechnica;2023-12-11

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