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THE SEISMIC STABILITY EVALUATION OF ENID DAM

机译:ENID DAM的地震稳定性评估

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Enid Dam is a U.S. Army Corps of Engineers Dam constructed in the early 1950's. It is located in northern Mississippi approximately 12 miles south of the town of Batesville, Mississippi. It is one of four flood control dams in the Yazoo River Basin Headwater Project. Enid Dam is a rolled earth fill zoned embankment and is approximately 8,400 feet long and 85 feet in height above the valley floor. Its main function is flood control but it also provides for recreational activities. Due to its location near the New Madrid Seismic Zone, the source of three of the largest earthquakes in recorded U.S. history, a seismic safety investigation is being performed to determine the expected response of the dam to a major earthquake. The studies included: development of the design earthquake ground motions; field investigations including standard penetration testing, cone penetration testing, field vane shear testing, undisturbed sampling, and geophysical testing; analysis of liquefaction potential using recently published recommendations; evaluation of the post earthquake residual strength of the liquefiable soils using correlations of Cone Penetration Test (CPT) resistance to Field Vane Shear Test (VST) remolded strength; and analysis of post-earthquake seismic stability and expected deformations using static equilibrium slope stability analyses, and two-dimensional nonlinear finite element analyses with the computer codes FLAC and TARA3. The problem soil layers are alluvial fine-grained soils in the dam foundation that are expected to lose significant strength during a major earthquake. These materials are present throughout the Mississippi River Valley.
机译:Enid大坝是1950年代初期建造的美国陆军工兵大队。它位于密西西比州北部贝茨维尔镇以南约12英里的地方。它是Yazoo流域上游水源工程中的四个防洪大坝之一。 Enid大坝是一块碾压的填土分区路堤,高约8400英尺,高出山谷地面85英尺。它的主要功能是防洪,但同时也提供娱乐活动。由于它位于新马德里地震带附近,这是美国历史上三场最大的地震的发源地,因此正在进行地震安全调查,以确定大坝对大地震的预期响应。这些研究包括:设计地震地震动的开发;现场调查,包括标准穿透测试,圆锥穿透测试,叶片叶片剪切测试,无扰动采样和地球物理测试;使用最近发表的建议对液化潜力进行分析;使用锥孔渗透试验(CPT)抗力与现场叶片剪切试验(VST)重塑强度的相关性评估可液化土壤的地震后残余强度;使用静态平衡边坡稳定性分析进行地震后地震稳定性和预期变形的分析,并使用计算机代码FLAC和TARA3进行二维非线性有限元分析。问题的土壤层是坝基中的冲积细粒土壤,预计在大地震中会损失大量的强度。这些材料遍布整个密西西比河流域。

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