supported by the National Natural Science Foundation of China(Grant No.50539120);the Foundation for Innovative Research Groups of the National Natural Science Foundation of China(Grant No. 51021004);the National Natural Science Foundation of China(Grant No.90815019)
Temperature control,which is directly responsible for the project quality and progress,plays an important role in high arch dam construction.How to discover the rules from a large amount of temperature control informa...
supported by the National Natural Science Foundation of China(Grant No.50539120);the Foundation for Innovative Research Groups of the National Natural Science Foundation of China(Grant No. 51021004);the National Natural Science Foundation of China(Grant No.90815019)
A complete scheme for solving the key scientific problems of how to make concrete sequence placement scheme of high arch dam reasonable and feasible and how to meet the need of construction process was presented.First...
Supported by the National Natural Science Foundation of China (Grant Nos.50539010,50539020 and 50539120)
Considering the fact that high arch dams have problems such as complicated stress,high cost,and hazards after being damaged,this paper intends to study the effects of load,material strength,and safety analysis method ...
National Natural Science Foundation of China(No.50539120);National Basic Research Program of China("973"Program,No. 2007 CB714101);National Science Fund for Distinguished Young Scholars of China(No.50525927);National Natural Science Founda-tion of China(No.50579045)
A method of combining dynamic simulation with real-time control was proposed to fit the randomness and uncertainty in the high arch dam construction process. The mathematical logic model of high arch dam construction ...
supported by the National Natural Science Foundation of China (Grant No. 50579056);the Joint Fund of Yalong River Hydropower Development Research;the National Natural Science Foundation of China(Grant No. 50539120)
The protection of downstream concrete slab is a key issue for the stability of overflow earth-rock cofferdam. The coupling effect between bedding layer and concrete slab was taken into account when the stability of do...