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Features
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Subsidence trough analysis using the Volume Loss Method or classical theories (Peck, Limanov, Fazekas)
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Shape of subsidence trough estimated using Gauss or Aversin approximation
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Can model sequential excavation and multiple tunnel tubes
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Determination of subsidence trough shape, settlement, gradient and horizontal strains
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Subsidence trough analysis at ground surface or at given depth
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Consideration of layered geological profile when using traditional methods
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Implemented table with recommended values of VL and k when using the Volume Loss Method
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Assessment of building damage
Gallery
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