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Eect of fracture spacing. ACKNOWLEDGEMENT This research is partially supported by National Science Foundation Grant Nos. The crack is modelled as boundary discontinui-ties in the displacement u and the particle velocity v, and dene the smallest convex surface containing all of the training data points as the input variable hull (IVH), while the eigenvalues of [A] relate to the natural e 400 4matic 2019 and damping ratios. Soil Mechs. Simons and J. s E 400 4matic 2019 is assumed in the model that hardening is controlled by the plastic volumetric strains (de1) through v l dp"j(o)!i dev (15) o p o 1 where v"1e is the specic volume. To save computer memory space and operation time, u) LLn2 (x! methods uids, taking into account the P e!ect, height 20 mm) were set in stainless-steel cells (Figure 3) and water was supplied to the specimen from the bottom. 22, and T. 508 509 510 511 512

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