Numerical Methods in Ground Improvement by Vibro -Displacement Method | Numerical Methods Such as FEM, FDM, DEM and SPH in Ground Improvement

Hamed Niroumand

ISBN 10: 3845428724 / ISBN 13: 9783845428727

Published by LAP LAMBERT Academic Publishing, 2011

About this Item

Numerical Methods in Ground Improvement by Vibro -Displacement Method | Numerical Methods Such as FEM, FDM, DEM and SPH in Ground Improvement | Hamed Niroumand | Taschenbuch | 104 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783845428727 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.

Seller Inventory # 106872817

Bibliographic Details

• Title: Numerical Methods in Ground Improvement by Vibro -Displacement Method | Numerical Methods Such as FEM, FDM, DEM and SPH in Ground Improvement
• Publisher: LAP LAMBERT Academic Publishing
• Publication Date: 2011
• Language: English
• ISBN 10: 3845428724
• ISBN 13: 9783845428727
• Binding: Taschenbuch
• Condition: Neu
• Dimensions: 220W x 150H x 7D millimeters 220 millimeters width by 150 millimeters height by 7 millimeters depth
• Weight: 173 grams
• Seller catalogs:
  • Bücher

About this title

Synopsis

The Vibro Displacement technique is one of the most widely-used ground improvement processes in the world, although its potential for improving Irish sites has yet to be fully exploited. Historically the system has been used to densify loose granular soils, but over the past 35 years, the system has been used increasingly to reinforce soft cohesive soils and mixed fills. This book is described the technique and history of stone columns based on numerical methods such as FEM, FDM, DEM and SPH in the world. The vibrating pore breaks down the pores of the surrounding soil, thereby densifying the soil. The crushed aggregates or the gravel that is poured in takes the place of the soil and keeps up the pressure on the soil that was created by the vibrating probe. These columns are made across the area to be built on in a grid pattern at regular intervals.

About the Author

Hamed Niroumand is a PhD researcher and lecturer in geotechnical engineering in universities. He was employed in different positions including scientific researcher in almost 150 papers in both Persian and English language, which were published in journals and international conferences, he is the author of 20 books published in Persian and English