Please wait a minute...

Current Issue

Design study

Calculation formulas for axial force of concrete strut in foundation pit considering nonlinearity of concrete stress strain

2009, 0 (6): 1-2   

Analysis on the structure stability of Shuiyu reservoir dam

2009, 0 (6): 3-4   

Calculation on stability against sliding of Shanmei reservoir dam

2009, 0 (6): 5-7   

Operation management

Dam monitoring by combination of numerical simulation and instrumental observation

2009, 0 (6): 8-11   

Discussion on dam-break emergency technology research

2009, 0 (6): 12-15   

Study on the feasibility of dam-break flood insurance in China

2009, 0 (6): 16-19   

Long-term research on horizontal cracks at El.105 of downstream surface of Chencun arch dam

2009, 0 (6): 20-25   

Data analysis

3D FEM analysis of deformation and stress for a high earth-rockfill dam with core wall on deep overburden

2009, 0 (6): 26-31   

Analysis on dam safety monitoring data of Yanguoxia hydropower plant

2009, 0 (6): 32-36   

Data analysis on impervious wall under construction of Renzonghai hydropower station

2009, 0 (6): 37-40   

Analysis on the seepage monitoring data of Sanbanxi face-slab rock-fill dam

2009, 0 (6): 41-45   

Analysis on stress and strain before and after the face-slab damage of Sanbanxi dam

2009, 0 (6): 46-48   

Analysis and discussion on the strong earthquake observation data of dam

2009, 0 (6): 49-52   

Monitoring automation

Comparison of automatic safety monitoring system schemes at Pengshui hydropower station

2009, 0 (6): 53-56   

Construction technology

Analysis and discussion on the mechanism of split grouting and its construction technology

2009, 0 (6): 57-58   

Study on the mix proportion of roller compacted concrete at Gongguoqiao hydropower station

2009, 0 (6): 59-64   

Rehabilitation

Analysis on the seepage of power house of Liaofang hydropower station and its treatment

2009, 0 (6): 65-67   

Construction management

Discussion on management of supervision in great hydropower project

2009, 0 (6): 68-71