Embankment Dam Engineering |
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Page 1
... Construction Control Tests 2. Test Quarry 3 Test Fills , 14 Field Density Tests , 14 3. Construction Equipment for Test Fills 6 Grain Size Determination , 15 Pneumatic Roller , 6 Vibratory Roller , 6 Maximum Density Determination , 14 ...
... Construction Control Tests 2. Test Quarry 3 Test Fills , 14 Field Density Tests , 14 3. Construction Equipment for Test Fills 6 Grain Size Determination , 15 Pneumatic Roller , 6 Vibratory Roller , 6 Maximum Density Determination , 14 ...
Page 303
... construction settlements and cracking was given by Farhi and Hamon ( 1967 ) and is summarized here . * The first cracks developed during construction of the embankment . In January 1965 , when the em- bankment construction surface ...
... construction settlements and cracking was given by Farhi and Hamon ( 1967 ) and is summarized here . * The first cracks developed during construction of the embankment . In January 1965 , when the em- bankment construction surface ...
Page 397
... construction and first filling of the reservoir , Muddy Run Embankment . ( After Wilson and Marano , 1968. ) Embankment elevation ( ft ) 480 Displacement between June 15. material was only about one - quarter as compressible as the ...
... construction and first filling of the reservoir , Muddy Run Embankment . ( After Wilson and Marano , 1968. ) Embankment elevation ( ft ) 480 Displacement between June 15. material was only about one - quarter as compressible as the ...
Contents
CONTENTS | 22 |
Evaluation of Data | 30 |
Consulting Engineer formerly Chief Soil Mechanics | 45 |
Copyright | |
9 other sections not shown
Common terms and phrases
abutment analysis approximately assumed average base breakage caused clay coefficient compacted completed compression computed construction core cracks crest curves depth determined developed diameter direction discussed downstream drain earth dam earthquake effective embankment Engineering equation equilibrium example face failure filter flow forces foundation friction given gradation grain gravel grout holes horizontal impervious increase kg/cm² layer less limit load material maximum mean measured ment meters methods movements normal observed obtained occur particles passes piping placed plane pressure principal probably problems procedure ratio relatively reservoir rock rockfill roller samples sand seepage settlement shear shear strength shear surface shown in Fig shows slice sliding slope soil specimen stability strain stress surface Table tests thickness tion triaxial upstream values vertical void void ratio wall weight zone