Design of reinforced fill systems to support footings overlying cavities-Reference-Cited by-同舟云学术

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Design of reinforced fill systems to support footings overlying cavities

Published:1996-01 Issue:1 Volume:14 Page:57-72
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Agaiby Sherif W.,Jones Colin J.F.P.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference16 articles.

1. Sample size and configuration effect on odometer tests for collapsible size;Abouleid,1994

2. Stability of spread footing above void in clay;Badie;Journal of Geotechnical Engineering, ASCE,1984

3. Collapsible grain structure in residual granite soils in southern Africa;Brink,1961

4. Strengthened/reinforced soils and other fills;BS 8006;British Standard Institution,1995

5. Review of collapsing soils;Dudley;Journal of Soil Mechanics and Foundations Division, ASCE,1970

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Investigation of Load Transfer in Geosynthetic-Reinforced Embankments Over Cavities: Effects of Opening Process and Cyclic Loading;Geotechnical and Geological Engineering;2024-08-30

2. Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement;Geotextiles and Geomembranes;2024-08

3. Limit Analysis Solution for Ultimate Bearing Capacity of Footing Resting on the Rock Mass with a Circular Void Subjected to Line Loading;Indian Geotechnical Journal;2022-10-01

4. Assessing the Effect of Underground Void on Strip Footing Sitting on a Reinforced Sand Slope with Numerical Modeling;Engineering, Technology & Applied Science Research;2022-08-07

5. Bearing capacity of strip footing resting above a circular void in the rock mass using adaptive finite element method;Innovative Infrastructure Solutions;2021-10-25

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