Clay Compaction Test for the Core Wall of DJIPLOHO Dam

Jun Liu

doi:10.4028/www.scientific.net/AMM.438-439.1363

Paper Titles

The Research and Application of Dam Construction Technology of Rock-Filled Concrete
p.1347

Static Performance of Face Rockfill Dam on the Principle of Finite Element
p.1351

Three-Dimensional Finite Element Analysis of the Rockfill Dam Panel
p.1355

Stress and Deformation Characteristics of Asphalt Concrete Core Dam on Deep Overburden Layers
p.1359

Clay Compaction Test for the Core Wall of DJIPLOHO Dam
p.1363

Multi-Criteria Evaluation of the Scheduling of a Hydrothermal Power System Using Analytic Hierarchy Process
p.1367

Test Study of Influence of Fine Particle Content on Creep Property of Sandy Slate Coarse-Grained Soil
p.1372

Stability Analysis and Evaluation of QingXi High-Cutting Slope
p.1376

Stability Analysis of Xiping Hotel Iron Sites Based on Expansive Soil and Steep Slope
p.1380

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Clay Compaction Test for the Core Wall of DJIPLOHO...

Clay Compaction Test for the Core Wall of DJIPLOHO Dam

Abstract:

The earth-rock dam on left bank of the head of DJIPLOHO Hydroelectric Power Station adopts the clay core dam. Due to the tropical oceanic climate which is hot and rainy, the soil of clay core wall has high water content. Through the compaction experiment on site, it chooses suitable dry density, formulates reasonable rolling parameters and finally achieves good construction quality, which ensures the construction progress and meets the requirement of engineering. This accumulates valuable experience for the design and construction of same types engineering.