Surcharged and Different Forms of Retaining WallsD. Van Nostrand, 1873 - 59 páginas |
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Area of H ascer BC 4 BC BF-EA bisects A B CD centre of gravity centre of pressure CF+2 Clay cubic foot curved batter dense and compact double the moments Dry earth E F2 EA+ BF economize material EFCD=HXCF+ equation force H form of cross-section form of wall forms of retaining front and back gives double H 2 H H 3 H H B² H tang H X B C 20 HX BC BC HXBC HXEA+ HXEF inside corner moist or natural moment of ABCD pressure of weight resisting power retaining walls given Sand section of wall stability surcharged embankment TABLE terials to form values vertical forces wall 20 wall with curved weight of different weight of wall weight of WH2 WH B2 WH³ X tang ХВЕ