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Hi, I am modeling of 2D plain strain model of soil under base excitation in bottom of model, 2 step defined and infinite element renamed in inp file and then imported. geostatic step completely...
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can we use table lateral earth pressure for driven jet groting piles of NAVFAC DM 7.2, Foundation and Earth Structures, U.S. Department of the Navy, 1984. for grouted sand in effect of pressure...
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