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The purpose of this research is to propose a method for the evaluation of the shearing performance of the mud wall based on the load carrying mechanism of the mud wall. It is confirmed by our current research that the fracture mode of the mud wall depends on its wall length. And the initial stiffness and the load bearing capacity of the mud wall is not proportional to the wall length. It is presented in this paper that the envelope curve of the mud wall which has an arbitrary wall length is interpolated between the envelope curves that have different fracture modes each other, and the validity of this prediction method was experimentally confirmed.

PREDICTION AND ITS VERIFICATION OF THE ENVELOPE CURVE FOR ARBITRARY LENGTH MUD WALL FROM TWO KINDS OF WALL LENGTH WITH DIFFERENT FRACTURE MODE