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Defrection and Stress Analysis of Earth Anchor Beam
1998
Landslides
The deflection and stress of gridwork type earth anchor beam has been carefully studied by the general elastic theory. Calculating four kinds of integration constants through boundary condition by trial and error methods, the specific relations between these constants have been found out for the following two models. MODEL 1 : No interpenetration at the center of the beam C1 : C2 = C3 : C4 MODEL 2 : Infinite length between the anchors C1 = -C2 C3 = C4 Moreover, the new method whitch can
doi:10.3313/jls1964.35.3_34
fatcat:zxfxcx74v5hhhnywryuckrmvxe