Graphical Determination of Earth Slopes Retaining Walls And Dams
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17. CASE I. Surcharged Embankment; Any Angle of Sur- charge. Let ABC, Fig. 16, be the cross section of the FIG. 16.
bank of earth limited above by the plane BC, AB being the back of the retaining wall.
Supposing the problem to have been already solved, AD will be the plane limiting the prism causing the pressure. From A draw the directrix AH, making with the back of the wall AB an angle equal to
What to read after Graphical Determination of Earth Slopes Retaining Walls And Dams?
Y...ou can find similar books in the "Read Also" column, or choose other free books by Charles Prelini to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
17. CASE I. Surcharged Embankment; Any Angle of Sur- charge. Let ABC, Fig. 16, be the cross section of the FIG. 16.
bank of earth limited above by the plane BC, AB being the back of the retaining wall.
Supposing the problem to have been already solved, AD will be the plane limiting the prism causing the pressure. From A draw the directrix AH, making with the back of the wall AB an angle equal to
What to read after Graphical Determination of Earth Slopes Retaining Walls And Dams?
Y...ou can find similar books in the "Read Also" column, or choose other free books by Charles Prelini to read onlineMoreLess
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