필수 LEM 기울기 안정성 분석


가장 중요한 곳에 시간을 투자하십시오.

지루한 데이터 입력 요구 사항 및 수치 모델링 애플리케이션의 광대한 문제 해결 시간으로 인해 귀중한 분석 시간을 허비할 수 있습니다.

기울기 안정성, 지하수 흐름, 통합 또는 이러한 복잡한 시나리오의 조합에 대한 엔지니어링 분석을 포함하는 프로젝트에서 사용자는 보다 효율적으로 설계, 건설 비용 절감, 설계 표준 충족 프로젝트 타임라인에 대한 위험 감소 도구를 선택하고 있습니다. 팀은 자동화된 기술, 분석 워크플로를 통한 데이터 관리 및 솔루션을 찾기 위한 포괄적인 분석 방법에 의존합니다.

기울기 안정성 기법을 자동화하는 방식으로 시간을 절약하고 최소한의 입력으로 수천 개의 계산을 수행할 수 있습니다. PLAXIS LE를 사용하면 사용자는 직관적인 워크플로와 신속한 분석을 통해 수많은 제한 평형 기울기 안정성 모델을 안정적으로 수행할 수 있습니다. 하나의 애플리케이션에서 2D및 3D시나리오를 모두 분석하고 3D 기하학을 디자인하는 기능을 사용하여 디지털 워크플로를 확장합니다. 다양한 방법으로 재료를 공간적 그리고 효율적으로 표현하는 것은 물론 풍부한 재료 관리를 위해 SOILVISION Soils 데이터베이스를 활용합니다.

여러 시나리오를 가진 복잡한 지질 공학 프로젝트를 관리하는 것은 불가능하지 않습니다. 신속하고 확실하게 공통 또는 복잡한 실제 2D 또는 3D 숫자 모델을 작성하고 신뢰성을 분석할 수 있는 기능을 팀에 제공합니다.

더 자세히 알아보기 +
    • Reduce solution times
    • Import Boreholes
    • Spatial searching methods
    • Enhanced Infra Anchors
    • Introducing PLAXIS LE
    • Mutli-Plane Analysis
    • Tailings Dam
    • Reduce solution times
    • Import Boreholes
    • Spatial searching methods
    • Enhanced Infra Anchors
  • Complete projects with PLAXIS LE digital workflows

    • Bring together powerful 2D/3D integrated geotechnical capabilities with a slope stability focus. Build conceptual models and geometry and integrate groundwater analysis. Represent materials spatially with advanced techniques and automate slope stability techniques. Utilize reinforcements, dynamic loads, and design standards. Determine material parameters with SoilVision Soils Database. Perform consolidation analysis. Manage various project workflows and scenarios.
  • Analyze slope stability with a comprehensive toolset

    • Create 2D and 3D limit equilibrium slope stability models of soil and rock slopes. Take advantage of the comprehensive set of search methods and over 15 analysis methods, including rapid draw-down, effective stress, and finite-element input. Leverage over 20 material strength models like Mohr-Coulomb, Hoek-Brown, Undrained, Anisotropic, and Unsaturated.
  • Automate slope stability techniques

    • Benefit from multi-plane analysis (MPA), which offers enhanced spatial slope stability analysis. Save time with automatic sliding direction determination, efficient search methods, probability analysis, and sensitivity analysis. Assess risk by rapidly solving extensive road, rail, riverbank, or urban areas.
  • Create conceptual designs and build models for analysis

    • Build 3D conceptual models in PLAXIS Designer for geotechnical analysis applications like slope stability, groundwater, consolidation, and stress/deformation. Move quickly from OpenGround, terrain mesh, and water level data to 2D and 3D analysis scenarios for an improved modeling workflow. Geometry creation methods include extrusion, multi-profile stitching, boreholes, fence diagrams, surface and layers, material volumes, and block models.
  • Determine material parameters with Soilvision Soils database

    • Determine material properties from site test data or search the database of 40,000+ soils. Estimate unsaturated soil properties through data mining, including GIS location. Manage constitutive model data for saturated/unsaturated flow, shear strength, compressibility, consolidation, thermal, pore-air flow, and contaminant transport analysis applications.

  • Integrate groundwater analysis

    • Perform analysis on popular use cases, such as embankments, dams, reservoirs, and cover systems through earth structures and broader hydrogeological settings. Consider unsaturated groundwater flow, transient boundary conditions, and multi-year climatic effects, either as distinct models or combined with slope stability analysis. Calibrate complex 2D and 3D models with 1D analysis and Soilvision Soils database inputs.
  • Manage various project workflows and scenarios

    • Organize each modeling project by grouping scenarios and sequencing analysis from steady-state groundwater flow, to transient water level changes, through to slope failure back analysis and stabilization options. Link multiple models to a standard set of material parameters or initial conditions. Update an input once and batch analyze hundreds of models.
  • Perform consolidation analysis

    • Plan mine tailings facilities considering consolidation analysis, filling rates, and multiple deposition points. Maximize capacity from volume calculations and consolidation time predictions. Efficiently solve entire facilities with the automated pseudo-3D technique.
  • Represent materials spatially with various methods

    • Represent the subsurface as layer-cake geology, irregular material volume meshes (MVMs), and complex engineered earth structures. Define block models, use bedding guides with anisotropic material strength relationships, and utilize spatial variability methods. Reduce material strength through blasting zones in mining operations.
  • Utilize reinforcements and dynamic loads

    • Design to standards like Eurocode 7 or BS 8006. Incorporate over 10 typical slope reinforcements, such as soil nails, geotextiles, grouted tiebacks, and back-analyze for optimal spatial configurations. Determine the influence of point, distributed, and water loads, as well as seismic loading by pseudo-static or Newmark permanent displacement methods.
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