exe file for any password requests beginning September 2023 for the program to run. The new MiraSlope Pro.exe file, available for download HERE, must replace the existing. exe file within the MiraSlope Pro program file. This file should be downloaded and replace the existing. If you installed MiraSlope Pro prior to September 2023, you will need to download the revised MiraSlope Pro.exe file.You will have to contact to receive a new password each 6 month period. The program password expires every 6 months, on March 1 and September 1 each year.Install MiraSlope Pro from the downloaded zip file by selecting the Setup.exe application and follow the prompts to obtain a password.TenCate Miraslope Pro uses FHWA design standards. The designer or engineer may select the appropriate TenCate reinforcement geosynthetic and facing system to use in their design, and analyze the potential failure modes for the design cross section. TenCate MiraSlope® Pro design solutions software is based on state of the practice design methods and allows users to determine the reinforcement configuration for simple geometries, tiered geometries, or fully defined soil profile geometries. Stabilized Subgrade: Increase subgrade modulus from 7,500 psi (52 MPa) to 50,000 psi (345 MPa) in the top 6 in (150 mm) of soil. This demonstrates the difference in pavement response from a standard truck tire pressure to one which is an extreme. This easy to use software program of TenCate will assist engineers in determining the reinforcement requirements for reinforced soil slopes. High Tire Pressure: Increase from 80 psi (552 kPa) to 140 psi (965 kPa). TenCate Geosynthetics introduces TenCate MiraSlope® Pro design solutions software for Mechanically Stabilized Earth (MSE) applications. In addition, designers will be able to calculate thickness reduction savings and "green" savings that the addition of a geosynthetic will provide in the design. Both sets of design calculations can be performed either with or without geosynthetics. MiraSpec allows the designer to perform flexible pavement Structural Number (SN) and Equivalent Single Axle Load (ESAL) calculations based on AASHTO (American Association of State Highway and Transportation Officials) 1993 design method and gravel thickness and cost savings comparisons using the Giroud-Han (2004) design method. Our New and Improved MiraSpec software is an analysis tool for engineers to design better and more cost-effective flexible paved and unpaved roadways by incorporating geosynthetics. It takes advantage of the advances in material mechanics, axle-load spectra, and climate data for predicting pavement performance.New, Improved & Expanded MiraSpec Design Solutions Software - Click Here AASHTOWare Pavement ME Design reflects a change in the methods and procedures engineers use to design pavement structures. The database utility allows users to save final designs as well as individual input parameters such that these can subsequently be used for future designs, various distress and performance analyses, and for other management purposes. It also provides tools to optimize pavement designs based on given requirements allowing the user to evaluate and fine-tune the design. The simplest pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable damage. As a comprehensive pavement design and analysis tool, the software is capable of providing support and insights to highway decision-makers, academia, and consultants.ĪASHTOWare Pavement ME Design represents the current advancements in pavement design. Loads, the vehicle forces exerted on the pavement (e.g., by trucks, heavy machinery, airplanes), can be characterized by the following parameters: Loads, along with the environment, damage pavement over time. The software is a production-ready tool designed to support the day-to-day operations of public and private pavement engineers. AASHTOWare Pavement ME Design is the next generation of pavement design software, which builds upon the AASHTO mechanistic-empirical pavement design guide.
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