: Determines horizontal tensile strain at the bottom of asphalt layers (linked to fatigue cracking) and vertical compressive strain at the subgrade surface (linked to rutting). Operational Features
This public link is valid for 7 days and shares a thread, including any personal information you added. This link or copies made by others cannot be deleted. If you share with third parties, their policies apply. Can’t copy the link right now. Try again later. BISAR 3.0: Bitumen Business Group May 1998 | PDF - Scribd
BISAR 3.0 introduced several advancements over its predecessors (like BISAR-PC 2.0) to improve the user experience and reporting accuracy: bisar 3.0 shell software 11
A highly advanced alternative that models dynamic moving loads alongside viscoelastic material characterization for asphalt layers.
For more modern, user-friendly alternatives, many users often turn to programs such as MultiSmart3D or Pitrav-Pave. : Determines horizontal tensile strain at the bottom
Bisar 3.0 introduces , a domain-specific language (DSL) that allows users to automate repetitive CLI tasks. Example:
: Input the thickness, Elastic Modulus, and Poisson's ratio for each constituent layer, beginning with the asphalt wearing course down to the subgrade soil. If you share with third parties, their policies apply
| Feature | Bisar 3.0 Shell 11 | SecureCRT 9.4 | MobaXterm 23.5 | WindTerm 2.6 | |---------|--------------------|---------------|----------------|--------------| | Scripting language | BisarScript + Lua | VBScript | Bash | Lua | | Session recording | Yes (proprietary) | Yes | Yes (text only) | Yes (JSON) | | Hardware token auth | Yes (FIDO2) | No | Partial | Yes | | Price (per user) | $79 (Pro) | $99 | $69 | Free (donation) | | Cross-platform | Win/mac/Linux | Win/mac | Windows only | Win/mac/Linux |
The software is designed to calculate stresses, strains, and displacements within a multi-layer elastic system. This is critical for engineers evaluating how road structures will respond to traffic loads and environmental changes.