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edgar-castro-vallejo documents
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Index
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1135_pdf_toc
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The Finite Element Method
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Base Stability Analysis of Braced Deep Excavation in Undrained Anisotropic Clay With Upper Bound Theory
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Two-dimensional Base Stability of Excavations in Soft Soils Using FEM
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Three-dimensional Base Stability of Rectangular Excavations in Soft Soil Using FEM
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Water Content Characteristics of Mechani
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A Case Study of Deep Excavation in Layered Ground
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Assessment of Soil Liquefaction Incorporating Earthquake Characteristics
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sigma_getting_started.pdf