Yang Lu
Research Subjects
Research Interests
Yang Lu has a total of 4 co-authors. Here are the top co-authors by number of shared publications:
- Enyue Ji
Nanjing Hydraulic Research Institute, Nanjing 210024, China
1 shared publication - Guoying Li
Nanjing Hydraulic Research Institute, Nanjing 210029, China
1 shared publication - Shengshui Chen
Department of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China
1 shared publication - Zhongzhi Fu
Department of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China
1 shared publication
Latest Publications
- Open Access
- 31 March 2021
- Published by IntechOpen
Using Clay-Gravel Mixtures as the Impervious Core Materials in Rockfill Dams
Constructing the impervious system of an Earth Core Rockfill Dam (ECRD) usually needs a large volume of clay that may exhaust a huge area of farmland. One way to reduce the volume of clay to be filled is to use natural clay-gravel mixtures (CGM) or to add an appropriate percent of gravel materials into the clay and use the artificial clay-gravel mixtures as the impervious core materials. Using clay-gravel mixtures can also effectively increase the modulus of the core and reduce the differential settlement between the core and its adjacent rockfill shoulders, and thus alleviate the risk of occurrence of potential cracks within the core wall. The impermeability behavior of the compacted clay-gravel mixtures, however, has to be careful investigated and verified. In this chapter, four cases in using clay-gravel mixtures in constructing high ECRDs in China are reviewed, with attention focused on the engineering properties of clay-gravel mixtures and the construction and field quality control aspects of ECRDs using clay-gravel mixtures.
- 31 March 2021
- Published by IntechOpen
Open AccessUsing Clay-Gravel Mixtures as the Impervious Core Materials in Rockfill Dams
Constructing the impervious system of an Earth Core Rockfill Dam (ECRD) usually needs a large volume of clay that may exhaust a huge area of farmland. One way to reduce the volume of clay to be filled is to use natural clay-gravel mixtures (CGM) or to add an appropriate percent of gravel materials into the clay and use the artificial clay-gravel mixtures as the impervious core materials. Using clay-gravel mixtures can also effectively increase the modulus of the core and reduce the differential settlement between the core and its adjacent rockfill shoulders, and thus alleviate the risk of occurrence of potential cracks within the core wall. The impermeability behavior of the compacted clay-gravel mixtures, however, has to be careful investigated and verified. In this chapter, four cases in using clay-gravel mixtures in constructing high ECRDs in China are reviewed, with attention focused on the engineering properties of clay-gravel mixtures and the construction and field quality control aspects of ECRDs using clay-gravel mixtures.