Seismic rehabilitation and analysis of Chaohe earth dam

Stability of earth dams during earthquakes has been a major concern for geotechnical engineers in seismic active regions. Liquefaction induced slope failure occurred at the upstream slope of a major earth dam in the suburb of Beijing, China, during the 1976 Tangshan Earthquake. The gravelly soil with loose initial condition liquefied under relatively small ground vibration. In recent years, a major seismic rehabilitation project was carried out on a similar earth dam nearby using dumped quarry stone. Seismic stability analysis was carried out using model test, finite element simulation, and pseudostatic slope stability program after taking into account the influence of excess pore pressure.

作 者： Lei Fu Xiangwu Zeng   作者單位： Lei Fu(Findling, Inc., Baltimore, MD 21215, USA)

Xiangwu Zeng(Dept. of Civil Engineering, Case Western Reserve University, Cleveland, OH 44106, USA.) 

刊 名： 地震工程與工程振動（英文版）  SCI 英文刊名： EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION  年，卷(期)： 2005 4(2)  分類號： P315  關鍵詞： earth dam   rehabilitation   stability analysis   liquefaction   riprap protection  

【Seismic rehabilitation and analysis 】相關文章：

Character Analysis of Scarlett and Melanie04-26

Simulation Analysis of Indoor Gas Explosion Damage04-27

Residue analysis and dissipation of monosulfuron in soil and wheat04-25

Application of ultrasonic to speciation analysis of heavy metals in soil04-25

Wavelet Analysis of the Schwabe Cycle Properties in Solar Activity04-27

Scenario analysis of low carbon development in Tianjin, China04-26

Damage and Seismic Intensity in the Meizoseismal Region of the Ms 8.0 Wenchuan Earthquake,Sichuan, China04-27

Analysis of problems in urban green space system planning in China04-26

Weight measurement using image-based pose analysis04-26

Analysis of realizable rational decimated nonuniform filter banks with dire04-26