Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Testing of Rockfill Materials: A Review
Rockfill dams are getting popular because of flexibility in nature, ability to absorb large seismic energy and suitability to any foundation conditions. Rockfill material is being used as a natural construction material for different types of civil structures like dams, embankments, roads, slope protection, coastal protection, dykes, etc. Modern heavy earthmoving equipment and locally available rockfill material make the structures and economical too. In the present paper, research and development of rockfill material (RFM) has been reviewed and presented. Large size triaxial test results obtained from the tests carried out in Central Soil and Materials Research Station (CSMRS), New Delhi, have been compared with the results of works carried out by other researches for different types of RFM. The effect of maximum particle size (dmax), confining pressure (σ3), dilatancy angle (ψ) and particle breakage (Bg) and angle of shearing resistance (ϕ) have been studied and presented. From the research and development study carried out, it is concluded that the shear strength of RFM greatly depends on dmax, σ3, Bg, ψ and gradation of material.
Testing of Rockfill Materials: A Review
Rockfill dams are getting popular because of flexibility in nature, ability to absorb large seismic energy and suitability to any foundation conditions. Rockfill material is being used as a natural construction material for different types of civil structures like dams, embankments, roads, slope protection, coastal protection, dykes, etc. Modern heavy earthmoving equipment and locally available rockfill material make the structures and economical too. In the present paper, research and development of rockfill material (RFM) has been reviewed and presented. Large size triaxial test results obtained from the tests carried out in Central Soil and Materials Research Station (CSMRS), New Delhi, have been compared with the results of works carried out by other researches for different types of RFM. The effect of maximum particle size (dmax), confining pressure (σ3), dilatancy angle (ψ) and particle breakage (Bg) and angle of shearing resistance (ϕ) have been studied and presented. From the research and development study carried out, it is concluded that the shear strength of RFM greatly depends on dmax, σ3, Bg, ψ and gradation of material.
Testing of Rockfill Materials: A Review
Lecture Notes in Civil Engineering
Jose, Babu T. (Herausgeber:in) / Sahoo, Dipak Kumar (Herausgeber:in) / Shin, Eun Chul (Herausgeber:in) / Choudhury, Deepankar (Herausgeber:in) / Joseph, Anil (Herausgeber:in) / Pai, Rahul R. (Herausgeber:in) / Chakraborty, Uday Bhanu (Autor:in) / Dhanote, Sandeep (Autor:in) / Honkanadavar, N. P. (Autor:in)
Indian Geotechnical Conference ; 2022 ; Kochi, India
Proceedings of the Indian Geotechnical Conference 2022 Volume 1 ; Kapitel: 25 ; 291-299
14.05.2024
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Testing and Modeling Two Rockfill Materials
| Online Contents | 2003
Large scale testing of rockfill materials
| Engineering Index Backfile | 1967
Testing and Modeling Two Rockfill Materials
| British Library Online Contents | 2003
Triaxial testing of cemented rockfill
| TIBKAT | 1978