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K-EMBANK

1D Consolidation & Soft Ground Analysis Software

Manufacturing BasisSoft, Inc.
FieldGeo&Rock
K-EMBANK is an essential software solution specifically engineered for soft ground design. It automates complex calculations across a wide range of geotechnical variables, including consolidation settlement, immediate settlement in sandy soils, and final settlement magnitude and timing under loading/unloading conditions.

By accounting for critical factors such as rebound amounts, consolidation degree (for both treated and untreated ground), increase in underground stress, and reinforcement parameters (basal mat tensile strength, sand mat thickness), K-EMBANK enables engineers to rapidly derive vital design parameters, including critical embankment height.

Product Features

  • 01
    Key Features of K-EMBANK

    - Instrumentation Management: Supports field measurement management for soft ground using the Asaoka, Hoshino, and Hyperbolic methods.
    - Cc Value Correction: Enables the correction of the Compression Index (Cc) by applying Schmertmann's, Japanese, or Nagaraj's methods.
    - Stress Increment Calculation: Accurately calculates vertical stress increases utilizing the Boussinesq equation.
    - Consolidation Settlement: Computes consolidation settlement under both overconsolidated and normally consolidated conditions using the Cc, Mv, and △e methods.
    - Immediate Settlement in Sandy Soils: Calculates immediate settlement utilizing De Beer's equation and B.K. Hough's charts.
    - Loading & Unloading Analysis: Computes the final settlement and determines the optimal load removal timing by accounting for loading and unloading stages.
    - Arbitrary External Loads: Allows the application of various external loads, including point loads, strip loads, and line loads.
    - Multi-Layered Ground Analysis: Enables layer-by-layer specification of calculation conditions and offers highly flexible geometric modeling, including stratum inclinations and undulations.
    - Curve-Based Settlement: Calculates settlement directly using e-logP, logMv-logP, and logCv-logP curves.
    - Consolidation Time & Degree: Determines the degree and time of consolidation for both natural (untreated) and drain-treated ground.
    - Advanced Drain Analysis: Performs calculations considering well resistance and smear effects using established methods such as Hansbo and Onoue.
    - Compaction Pile Treatments: Incorporates settlement reduction rates when analyzing Sand Compaction Pile (S.C.P) and Gravel Compaction Pile (G.C.P) treatments.
    - Automated Equivalent Calculations: Automatically computes the equivalent layer thickness and equivalent coefficient of consolidation (Cv) values for multi-layered ground analysis.
    - Data Visualization & Export: Generates diverse analytical graphs and supports extensive file formats for export, including DXF, Excel, BMP, and JPG.

  • 02
    New & Upgraded Features

    1. Enhanced Settlement Analysis for Specialized Construction Methods
    - Comprehensive Analysis: Supports calculation of settlement magnitude and consolidation time (including undrained strength gain) for excavation replacement, forced displacement, and backfill embankment.
    - Stress Calculation Options: Users can choose between the Net Stress Method (applying the differential load between backfill and original ground) and the Total Stress Method.
    - Infrastructure Support: Extended analysis capabilities for settlement and consolidation time related to the excavation and backfilling of box culverts and pipelines.

    2. Flexible Parameter Selection for Hansbo Method
    - Provides user-definable options for 'z' values when applying the Hansbo consolidation theory, allowing for more precise control and site-specific calibration.

    3. Layer-Specific SCP & GCP Design Parameters
    - Independent Layer Modeling: Enables the application of different Load Sharing Ratios ($n$) and material properties for each soil layer treated with Sand Compaction Piles (SCP) or Gravel Compaction Piles (GCP).
    - Individual Property Assignment: Version 3 allows users to individually specify unit weight, friction angle, and the inclusion of settlement reduction effects for every specific soil layer where SCP/GCP is applied.