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Deep Rotational Stability OfTiedback Excavations In Clay
Base Stabilization Case Study 7 4
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average basal base stability bay mud bearing capacity bearing failure Boston marine clay braced excavations calculated Clough and Reed Cohesive Fill Organic Contours for Stage corrected VST critical circle cross-lot racking Cross-Section B-B deep excavations deep rotational stability Deposits Glaciomarine Deposits dimensionless displacement Displacement Vectors earth pressure engineering shear strain excavation depth excavation in Boston excavations in clay extensometer failure surface Fill Cohesive Fill Fill Organic Silt Finite Element Analysis Glaciofluvial Deposits Glaciomarine Glaciomarine Deposits Figure ground deformations ground movements Haley & Aldrich horizontal inclinometer jet grouting lateral wall movements level of tiebacks limiting equilibrium analyses Lower Zone Maximum Engineering Shear Middle Zone overconsolidated Plan View PSCS Rotational Slip safety factor Shear Strain Contours shown in Figure sliding surface SMW buttresses soil profile stability of tiedback stratum struts support system system stiffness tieback anchors tiedback excavations undrained shear strength vertical stability vertical wall stability wall embedment Young's modulus