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Proceedings

, Volume 1, Part 1
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American Society of Civil Engineers, 1972 - Dams

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Contents

CASE HISTORYEMBANKMENT FAILURE ON SOFT VARVED
1
AN INDUCED FAILURE AT A TRIAL EMBANKMENT AT KINGS
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PART IIFINITE ELEMENT COMPUTATIONS
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Copyright

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Common terms and phrases

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

References from web pages

ECOLOGICAL RESPONSE OF A MULTI-PURPOSE RIVER DEVELOPMENT PROJECT ...
POUR L'OBTENTION DU GRADE DE DOCTEUR ÈS SCIENCES. PAR. diplôme en sciences naturelles de l'environnement, Université de Genève ...
biblion.epfl.ch/ EPFL/ theses/ 2006/ 3807/ EPFL_TH3807.pdf

Bibliographic information

QR code for Proceedings
TitleProceedings, Volume 1, Part 1
Proceedings, American Society of Civil Engineers. Soil Mechanics and Foundations Division
AuthorsPurdue University. School of Civil Engineering, American Society of Civil Engineers. Soil Mechanics and Foundations Division
PublisherAmerican Society of Civil Engineers, 1972
Original fromthe University of Michigan
Digitized3 Dec 2007
SubjectsDams
Embankments
Foundations
Soil mechanics
  
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