Strength and stiffness parameters for hardening soil model of rockfill materials
In recent years, an increasing number of rockfill dams have been constructed in many developing countries around the world. One difficulty in the engineering design and construction of rockfill dams is the characterisation of the rockfill materials. Thanks to advancements in computational geomechani...
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| Published in | Soils and Foundations Vol. 61; no. 6; pp. 1597 - 1614 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
01.12.2021
Elsevier |
| Subjects | |
| Online Access | Get full text |
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| Abstract | In recent years, an increasing number of rockfill dams have been constructed in many developing countries around the world. One difficulty in the engineering design and construction of rockfill dams is the characterisation of the rockfill materials. Thanks to advancements in computational geomechanics, a finite element analysis is usually employed in geotechnical engineering design. To perform such analyses, a proper constitutive model with relevant parameters that reflect the stress–strain-strength characteristics of rockfill materials are required. This study presents a procedure to determine the strength and stiffness parameters of rockfill materials that can be used with the Hardening Soil (HS) model to characterise the behaviour of rockfill materials. Based on triaxial and oedometer test results, a set of HS model parameters can be determined. To implement and validate the procedure, six rockfill materials from the Nam Ngum 2 Dam construction project in Laos PDR are employed in this study. The influences of stress level and particle breakage on the stress–strain/volumetric-strain behaviours of rockfill materials are discussed. Finally, the procedure to determine the material parameters for rockfill materials presented in this study can also be applied to other rockfill materials. |
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| AbstractList | In recent years, an increasing number of rockfill dams have been constructed in many developing countries around the world. One difficulty in the engineering design and construction of rockfill dams is the characterisation of the rockfill materials. Thanks to advancements in computational geomechanics, a finite element analysis is usually employed in geotechnical engineering design. To perform such analyses, a proper constitutive model with relevant parameters that reflect the stress–strain-strength characteristics of rockfill materials are required. This study presents a procedure to determine the strength and stiffness parameters of rockfill materials that can be used with the Hardening Soil (HS) model to characterise the behaviour of rockfill materials. Based on triaxial and oedometer test results, a set of HS model parameters can be determined. To implement and validate the procedure, six rockfill materials from the Nam Ngum 2 Dam construction project in Laos PDR are employed in this study. The influences of stress level and particle breakage on the stress–strain/volumetric-strain behaviours of rockfill materials are discussed. Finally, the procedure to determine the material parameters for rockfill materials presented in this study can also be applied to other rockfill materials. |
| Author | Sukkarak, Raksiri Jongpradist, Pornkasem Likitlersuang, Suched Jamsawang, Pitthaya |
| Author_xml | – sequence: 1 givenname: Raksiri surname: Sukkarak fullname: Sukkarak, Raksiri email: raksiri.s@fte.kmutnb.ac.th organization: Department of Teacher Training in Civil Engineering, Faculty of Technical Education, King Mongkut’s University of Technology North Bangkok, Bangkok 10800, Thailand – sequence: 2 givenname: Suched surname: Likitlersuang fullname: Likitlersuang, Suched email: fceslk@eng.chula.ac.th organization: Centre of Excellence in Geotechnical and Geoenvironmental Engineering. Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok 10330, Thailand – sequence: 3 givenname: Pornkasem surname: Jongpradist fullname: Jongpradist, Pornkasem email: pornkasem.jon@kmutt.ac.th organization: Construction Innovations and Future Infrastructures Research Center, Civil Engineering Department, Faculty of Engineering, King Mongkut’s University of Technology Thonburi, Bangkok 10140, Thailand – sequence: 4 givenname: Pitthaya surname: Jamsawang fullname: Jamsawang, Pitthaya email: pitthaya.j@eng.kmutnb.ac.th organization: Soil Engineering Research Center, Department of Civil Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok 10800, Thailand |
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| Issue | 6 |
| Keywords | Stress level dependency Rockfill materials Particle breakage Triaxial and Oedometer tests Hardening Soil model |
| Language | English |
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