![]() ![]() Side Permanent Unfavourable Permanent Favourable Variable (unfavourable)ĬONSTRUCTION STAGES Construction Stage description stage no. Note: A = Active side, P = Passive Limit State Categories P/U = P/F = Var = SURCHARGE LOADS Surch Distance Length -arge from parallel no. STRUTS and ANCHORS Strut/ anchor Strut no. ![]() WALL PROPERTIES Type of structure Soldier Pile width Soldier Pile spacing Passive mobilisation factor Elevation of toe of wall Maximum finite element length Youngs modulus of wall E Moment of inertia of wall I E.I Yield Moment of wall Passive limit Cohesion Kp kN/m2 ( Kpc ) ( dc/dy ) 3.868 ( 0.000) 1.000 50.00u ( 2.390) 8.891 50.00d ( 9.405) 3.253 5.000d ( 4.831)Īdditional soil parameters associated with Ka and Kp - parameters for Ka - parameters for Kp -Soil Wall BackSoil Wall Back- Soil type - friction adhesion fill friction adhesion fill No. SOIL PROPERTIES (Unfactored SLS soil strengths) Bulk Young's At rest Consol - Soil type - density Modulus coeff. Soil types -Active side Passive side 1 FILL 1 FILL 2 CLAY 2 CLAY 3 BASALT 3 BASALT ![]() ![]() RN 756 Licensed from GEOSOLVE | Made by : RN Data filename/Run ID: BP2 DRAINED _ULS1 | 294 Keilor Rd, Essendon North | Date: 1-03-2017 CC P.DEPTH 8M RH 5M DRAINED | Checked : -Units: kN,m INPUT DATA SOIL PROFILE Stratum Elevation of no. DOWN UNDER PILING Program: WALLAP Version 6.05 ![]()
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