Results 201 to 210 of about 5,830 (261)
Simulation of landslide dam failure due to overtopping considering wide-graded soil erosion. [PDF]
Song G, Zhao T, Zhao P, Fu C, Hu X.
europepmc +1 more source
Correlation analysis and comprehensive evaluation of dam safety monitoring at Silin hydropower station. [PDF]
Yang W, Li T, Wen B, Miao Z.
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Revisiting the application of variable infiltration capacity (VIC) model in the Colorado River Basin using SMAP and GRACE. [PDF]
Wang Z +6 more
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Effect of CaO content in Class C fly ash on the deformation properties of fully-graded concrete. [PDF]
Qin L, Gong M, Zhang H, Yang L, Jia L.
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Visualization of grout diffusion in coarse-grained materials using transparent soil: Effects of Fine particle content. [PDF]
Zhang S, Wang J, Li Z, Li Y.
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In this study, the seismic response of a tall roller compacted concrete gravity dam located in a highly seismic zone is investigated. The response of this monolithic RCC gravity dam is examined by conducting analyses including three dimensional dam ...
Yalin Arici, Baris Binici
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Convert a Slab-Buttress Dam to a Gravity Dam
Waterpower '99, 1999Why convert a slab-and-buttress dam to a gravity type dam? The experiences and regulatory role of staff engineers of the Federal Energy Regulatory Commission (FERC) presented in this paper tell why. In 1989 a FERC engineer conducted a special inspection of the Point A dam in south Alabama.
Jerry T. Chastain, Po P. Chang
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LEFM Applications to Concrete Gravity Dams
Journal of Engineering Mechanics, 1997The evaluation of the safety factor of old dams under higher flood levels in the last few years has been investigated under the assumptions of fracture mechanics. The extensive need for research in this field was recognized by the U.S. Army Corps of Engineers that now requires a fracture mechanics investigation prior to the rehabilitation of cracked ...
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Journal of the Structural Division, 1967
The available literature on the subject of uplift is reviewed. The old and new theories are briefly discussed. With the acceptance of the pore pressure theory, chance occurrence of uplift has been resolved, and uplift is assured over the entire base area.
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The available literature on the subject of uplift is reviewed. The old and new theories are briefly discussed. With the acceptance of the pore pressure theory, chance occurrence of uplift has been resolved, and uplift is assured over the entire base area.
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Transactions of the American Society of Civil Engineers, 1928
Formulas are developed for a gravity dam having a triangular section and a vertical up-stream face that is curved in plan to a radius, Ru.
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Formulas are developed for a gravity dam having a triangular section and a vertical up-stream face that is curved in plan to a radius, Ru.
openaire +1 more source

