Micro Pile Soil Nail Retaining Wall (EFP) RSPile Launched Soil Nail User-Defined Support Active/Passive Force Application SLIDE 3.0 Support Conversion Manufacturer Library Manufacturer Library Overview User Defined Manufacturers Assign Support Properties Assign Support Back Analysis Back Analysis of Support ...
If you do not assign properties, then default properties will be in effect for all elements of your model (i.e. soil regions, support, and tension crack).The Default Properties are the properties of the first material in the Define Materials and Define Support dialogs. The Default Properties...
Figure 2.The shear model of Bolt-Grout interface [34]. (a) Schematic diagram of the Bolt-Grout system (unit: mm) [32]. (b) Two-dimensional shear modeling of the Bolt-Grout interface. It is especially important to choose the anchor material reasonably in the indoor test. In this paper...
The shear stress–shear displacement curves between the soil and the structure can reflect the deformation law of the interface and the reliability of engineering design is closely related to the selected constitutive model [27]. The constitutive model of the inter- face between the soil and the ...
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other tasks. The "arrow" button in the upper right corner can be used to "roll-up" or "roll-down" the dialog, to minimize/maximize it without closing it. The dialog can also be minimized/maximized by double-clicking on the title bar of the dialog. The X button will close the dialog...
Therefore use a meaningful name which you can associate with your soil type (e.g. "upper clay" instead of "soil1"). It will also appear in the tabs at the top of the Define Material Properties dialog. Note: duplicate material names are not allowed, each material name must be unique....