Shear Stress Analysis and Crack Prevention Measures for a Concrete-Face Rockfill Dam, Advanced Construction of a First-Stage Face Slab, and a First-Stage Face Slab in Advanced Reservoir Water Storage
Due to the demand in flood season for power generation, the first-stage face slab of a high concrete-face rockfill dam often must be constructed ahead of schedule, and advanced water storage is needed for the reservoir. Since the dam-body filling has not yet been completed at this point, the interna...
Saved in:
Main Authors: | Kongzhong Hu, Jiankang Chen, Dong Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/2951962 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Simulation on Slabs Dislocation of Zipingpu Concrete Faced Rockfill Dam during the Wenchuan Earthquake Based on a Generalized Plasticity Model
by: Bin Xu, et al.
Published: (2014-01-01) -
Experimental Centrifuge Study of the Effects of Valley Topography on the Behavior of a Concrete Face Rockfill Dam
by: Chao Tian, et al.
Published: (2021-01-01) -
Parameter Sensitivity and Inversion Analysis for a Concrete Face Rockfill Dam Based on CS-BPNN
by: Yue Chen, et al.
Published: (2019-01-01) -
Production Practice of Crack Control on the Centerline of Slab
by: Runze LI
Published: (2025-01-01) -
Study on Sound Wave Scattering Effects of Different Markers Placed on Dam Face in Deepwater Reservoir
by: Yan Xiang, et al.
Published: (2019-01-01)