From Research to Practice in Stone Columns and Reinforced Stone Columns as Soil Improvement Techniques | Rammed Aggregate Pier, Stone Columns

Hamed Niroumand

ISBN 10: 3659104191 / ISBN 13: 9783659104190

Published by LAP LAMBERT Academic Publishing, 2013

About this Item

From Research to Practice in Stone Columns and Reinforced Stone Columns as Soil Improvement Techniques | Rammed Aggregate Pier, Stone Columns | Hamed Niroumand | Taschenbuch | 216 S. | Englisch | 2013 | LAP LAMBERT Academic Publishing | EAN 9783659104190 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.

Seller Inventory # 106481421

Bibliographic Details

• Title: From Research to Practice in Stone Columns and Reinforced Stone Columns as Soil Improvement Techniques | Rammed Aggregate Pier, Stone Columns
• Publisher: LAP LAMBERT Academic Publishing
• Publication Date: 2013
• Language: English
• ISBN 10: 3659104191
• ISBN 13: 9783659104190
• Binding: Taschenbuch
• Condition: Neu
• Dimensions: 220W x 150H x 15D millimeters 220 millimeters width by 150 millimeters height by 15 millimeters depth
• Weight: 364 grams
• Seller catalogs:
  • Bücher

About this title

Synopsis

Stone columns have been used since the 1950's as a technique for soil improvement such as cohesive soils and silty cohesion less soils. Stone column’s applications includes (1) stabilizing the foundation soils to support embankments, approach fills and reconstruction work on weak cohesive soils, (2) supporting retaining structures (including Reinforced Earth), bridge bent and abutment structures on slightly marginal soft to stiff clays and loose silty sands, (3) landslide stabilization and (4) reducing liquefaction potential of clean sands. Also, stone columns under proper conditions may be greatly decrease the time required for primary consolidation. The stone column technique of ground behavior has proven successful in (1) improving slope stability of both embankments and natural slopes, (2) increasing bearing capacity, (3) reducing total and differential settlements, (4) reducing the liquefaction potential of sands and (5) increasing the time rate of settlement. Stone column construction involves the partial replacement of unsuitable subsurface soils with a compacted vertical column of stone that usually completely penetrates the weak strata.

About the Author

Hamed Niroumand is a PhD researcher in geotechnical engineering in Iran and Malaysia. He is a PhD researcher and lecturer in universities. He was employed in different positions including scientific researcher in almost 150 papers and 28 books in both Persian and English languages. He received many awards for his researches.