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abutment alluvium ASCE average Baldwin Hills Baldwin Hills Reservoir Bangkok Bangkok clay Bay Mud berm Bjerrum calculated coefficient cofferdam compacted computed construction core cracks crest curves cutoff deformation deposit depth developed dike displacements downstream drain spacing drainage effective stress elevation embankment Engineering excavation excess pore pressure factor of safety failure Fault feet Figure foundation Geotechnical gravel grout height hole inches inclinometer increase indicated installed instrumentation layer liquid limit load located material maximum measured ment observed occurred oedometer oedometer tests parameters performed permeability piezometers piping plane strain plasticity plotted pore water pressure predicted principal stress ratio reservoir filling rockfill safety factor samples sand drains secondary compression seepage shear strength shown in Fig shows silt slope soft clay Soil Mechanics soil-cement stability analysis Stage surcharge test section thick tion trench triaxial tests undrained upstream values vane tests vertical water content zone
ECOLOGICAL RESPONSE OF A MULTI-PURPOSE RIVER DEVELOPMENT PROJECT ...