Generate Report function has been developed to give users more convenience when users make their report to submit to the government or contractors. GTS NX provides an arbitrary loading function that can be applied to arbitrary locations/areas regardless of node and/or element connection. Slope Stability during Stress-Nonlinear Time Historyĭuring Stress Stress Nonlinear Time History Analysis, the user can tick the Slope Stability Analysis(SRM) in Define Construction Stage. Slope Stability during Consolidation Analysisĭuring Consolidation Analysis, the user can tick the Slope Stability Analysis(SRM) in Define Construction Stage.
One improvement is preventing overlapped windows when the user conducts a soil test so that the user can add/edit/delete in one work-tree. But, the model is widely applicable to the ground from clay silt to sand.NorSand requires relatively few soil properties that can be collected from regular laboratory and in-situ tests so that users can get results easily.įor more convenience, User Interface is developed. NorSand constitutive model is a critical state model was originated from the sand behavior in tailing dams previously. The unbounded curve is suggested from Tatsuoka and Shibuya1) using GHE(General Hyperbolic Equation) model.And, History law is a model which is satisfied with ?Τ??~? relationship and ?~? relationship after developing the Massing law. This is for the Japanese Railway Dynamic non-linear constitutive model. GHE(General Hyperbolic Equation)-S Constitutive Model POP(Pre-Overburden Pressure) is applied on Modified Mohr-Coulomb, Hardening Soil Soft Soil(Creep), Modified Cam Clay, The user can define the initial stress state using Pre-Overburden Pressure(POP) instead of assigning Over Consolidation Ratio(OCR). Pre-Overburden Pressure on Advanced Soil Model
The MIDAS product team has presented midas GTS NX 2021 (v1.1) is a comprehensive finite element analysis software package that is equipped to handle the entire range of geotechnical design applications including deep foundations, excavations, complex tunnel systems, seepage analysis, consolidation analysis, embankment design, dynamic. Tens of thousands of Civil and Mechanical engineers around the world have implemented MIDAS Software in their work processes in undertaking high profile projects and everyday projects.Website Home Page :Languages Supported:english 1 Market Share in Civil Engineering Software Solutions. The drawings will be generated by GeoXD which are updated member size for reinforcements.įounded in 1989, MIDAS Information Technology Co.,takes No. The forces from the temporary retaining system such as bending moment, shear force, and axial force will be checked by GTS NX. The 3D geometry will be imported from GeoXD to GTS NX and carry out the 3D analysis with GTS NX.
The retaining wall will be assumed by the diaphragm wall and there are strut and waler for reinforcement. Using Geo XD and GTS NX, we will conduct deep excavation works through this tutorial.
Online Tutorial: How to quickly master the geotechnical design report You can define the support systems to your retaining system easily with auto alignment function such as strutting for general and corner / adjusting level of strut and waler / amending the toe and head level of retaining wall / excavation area. You can assign the style of retaining wall, strut, king post and other support systems to your lines directly with Drag & Drop function.
This drawing assistant will set you free from repetitive drawing works and any possible errors. Every aspect has been developed based on our practical philosophy. Midas GeoXDis designed for those who pursues the most efficient workflow for shoring design. The MIDAS product team has presented midas GeoXD 2020 (v1.1) is designed for those who pursues the most efficient workflow for shoring design.