Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Calculator

✖Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.ⓘ Bearing Capacity Factor dependent on Cohesion [N_c]			+10% -10%
✖Angle of Shearing Resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles.ⓘ Angle of Shearing Resistance [φ]			+10% -10%

✖Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.ⓘ Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance [N_q]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Terzaghi's Analysis Purely Cohesive Soil Formulas PDF PDF Image

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Solution

STEP 0: Pre-Calculation Summary

Formula Used

Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
N_q = (N_c/cot((φ*pi)/180))+1
This formula uses 1 Constants, 1 Functions, 3 Variables

Constants Used

pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288

Functions Used

cot - Cotangent is a trigonometric function that is defined as the ratio of the adjacent side to the opposite side in a right triangle., cot(Angle)

Variables Used

Bearing Capacity Factor dependent on Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Bearing Capacity Factor dependent on Cohesion - Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
Angle of Shearing Resistance - (Measured in Radian) - Angle of Shearing Resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles.

STEP 1: Convert Input(s) to Base Unit

Bearing Capacity Factor dependent on Cohesion: 9 --> No Conversion Required
Angle of Shearing Resistance: 45 Degree --> 0.785398163397301 Radian (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

N_q = (N_c/cot((φ*pi)/180))+1 --> (9/cot((0.785398163397301*pi)/180))+1

Evaluating ... ...

N_q = 1.12337778280952

STEP 3: Convert Result to Output's Unit

1.12337778280952 --> No Conversion Required

FINAL ANSWER

1.12337778280952 ≈ 1.123378 <-- Bearing Capacity Factor dependent on Surcharge

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Geotechnical Engineering » Terzaghi's Analysis Shear Failure Theories » Terzaghi's Analysis Purely Cohesive Soil » Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2100+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< Terzaghi's Analysis Purely Cohesive Soil Calculators

Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil

LaTeX Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-((Effective Surcharge in KiloPascal)*Bearing Capacity Factor dependent on Surcharge))/Cohesion of Soil

Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil

LaTeX Go Cohesion of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/Bearing Capacity Factor dependent on Cohesion

Bearing Capacity for Purely Cohesive Soil

LaTeX Go Ultimate Bearing Capacity = ((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))

Effective Surcharge given Bearing Capacity for Purely Cohesive Soil

LaTeX Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula

LaTeX Go

Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
N_q = (N_c/cot((φ*pi)/180))+1

What is Surcharge?

Surcharge is the additional load on the soil which may be created due to any overlying structure or any moving object.Total stress on the surface of the soil is because of the surcharge only. So total stress is equal to the surcharge q. σ = q. No water present above this plane, hence pore water pressure is zero.

How to Calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance calculator uses Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1 to calculate the Bearing Capacity Factor dependent on Surcharge, The Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance is defined as influenced by surcharge, reflects soil strength with angle of shearing resistance, crucial for assessing foundation stability. Bearing Capacity Factor dependent on Surcharge is denoted by N_q symbol.

How to calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance using this online calculator? To use this online calculator for Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance, enter Bearing Capacity Factor dependent on Cohesion (N_c) & Angle of Shearing Resistance (φ) and hit the calculate button. Here is how the Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance calculation can be explained with given input values -> 1.123378 = (9/cot((0.785398163397301*pi)/180))+1.

FAQ

What is Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

The Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance is defined as influenced by surcharge, reflects soil strength with angle of shearing resistance, crucial for assessing foundation stability and is represented as N_q = (N_c/cot((φ*pi)/180))+1 or Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil & Angle of Shearing Resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles.

How to calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

The Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance is defined as influenced by surcharge, reflects soil strength with angle of shearing resistance, crucial for assessing foundation stability is calculated using Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. To calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance, you need Bearing Capacity Factor dependent on Cohesion (N_c) & Angle of Shearing Resistance (φ). With our tool, you need to enter the respective value for Bearing Capacity Factor dependent on Cohesion & Angle of Shearing Resistance and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Bearing Capacity Factor dependent on Surcharge?

In this formula, Bearing Capacity Factor dependent on Surcharge uses Bearing Capacity Factor dependent on Cohesion & Angle of Shearing Resistance. We can use 2 other way(s) to calculate the same, which is/are as follows -

Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal
Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing)

Home

FREE PDFs

🔍 Search