1.METODE KESETIMBANGAN BATAS : LERENG TANAH2.METODE ELEMEN HINGGA : LERENG MUDSTONE, SILTSTONE, SANDSTONE3.METODE ELEMEN DISTINCT : LERENG GRANIT, ANDESIT

1.METODE KESETIMBANGAN BATAS : SLIDE, XSTABLE2.METODE ELEMEN HINGGA : PHASE23.METODE ELEMEN DISTINCT : UDEC

Select : View Limit

Select : Analysis Project Settings

Select : Boundaries Add External Boundary

Select : Surfaces Auto Grid

Select : Surfaces Slope Limits Define Limits

Select : Properties Define Materials

Select : File SaveSelect : Analysis ComputeSelect : Analysis Interpret

Select : Boundaries Add Water Table

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Select : Loading Add Distributed Load

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Select : Loading Seismic Load

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Select : File Project Settings

Select : Boundaries Add Excavation (0,40 40,40 46,50 50,50 56,60 60,60 66,70 70,70 76,80 0,80 c)

Select : Boundaries Add External User Define (0,0 0,80 130,80 130,0 c)

Select : Boundaries Add Material (0,60 130,0 enter)

Select : Boundaries Add Material (0,80 130,20 enter)

Select : Boundaries Add Stage (0,60 56,60 enter)

Select : Boundaries Add Stage (0,50 46,50 enter)

Select : Mesh SetupSelect : Mesh Discretise

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Select : Loading Field Stress

Select : Restraints FreeSelect : Restraints X

Select : Restraints X

Select : Restraints X,Y

Select : Properties Define Materials

Select : Properties Assign Properties

Select : Properties Assign Properties Excavate

Select : File SaveSelect : File ComputeSelect : File Interpret

Select : Boundaries Add Piezometric Line (0,40 40,40 130,60)

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Select : Loading Tractions Normal/Shear

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Select : Loading Seismic Loading

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