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spreadsheet for online cantilever retaining wall calculation, Eurocode 2, Eurocode 7, Eurocode 8, ACI, AASHTO
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$REFERENCE CODEFREE
Analysis of cantilever retaining wallT0026.1.0.3
Project
Client
Designer
Standard
Date
Subject
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Summary
1  Introduction
2  Data
2.1  Soil profile
2.2  Backfill soil properties
2.3  Existing soil properties
2.4  Analysis parameters
2.5  Loads applied to the wall
3  Material
3.1  Reinforcement
4  Load factors
5  Partial factors for soil parameters
6  Resistance factors
7  Earth pressure and applied loads
8  Checking for resistance to toppling
9  Sliding check
10  Bearing capacity check
11  Slope stability check
12  Checks at service limit state
12.1  Settlement
12.2  Soil stresses map
13  Structural checks
13.1  Flexural check
13.2  Check at serviceability limit state
13.3  Shear check
14  Geometry
15  Reinforcement
1 Introduction
The retaining wall has been verified respect to the following limit states:
-  Sliding
-  Overturning
-  Bearing capacity
-  Slope stability
-  Structural resistance
The analysis and the verifications have been carried according to the reference code Eurocode 7 Approach 2 : {A1,M1,R2}. The graphs and tables contained in this report show the input data and the main results.

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