Exercise 21 Find Ky using Coulomb, Fill in the blank.
Show your work
a=
AN
sand
NE
Bn ° Ke
a > —
> cv
5+6 .
Va! KS
*(o- 6)
Ke Sin (540 —0 1 >
eotocmtsr of EEE |
Question:
Exercise 21 Find Ky using Coulomb, Fill in the blank.
Show your work
a=
AN
sand
NE
Bn ° Ke
a > —
> cv
5+6 .
Va! KS
*(o- 6)
Ke Sin (540 —0 1 >
eotocmtsr of EEE |
This is AI generated Response.
Asked by: MD ISRARUL HAQUE
Created at: 2025-09-02 04:57:09
Problem Breakdown
We’re given a **UU test** (Unconsolidated Undrained) with the following **principal stresses**:
* **Vertical (σ₁) = 3000 psf**
* **Horizontal (σ₃) = 1200 psf**
You're asked to find:
* The **undrained shear strength**, $S_u$
* Plot the **Mohr’s circle** and show the **Mohr-Coulomb failure envelope**
---
### ✅ Step-by-Step Solution
#### 1. **Mohr’s Circle Parameters**
* **Center** of the circle:
$$
\frac{σ₁ + σ₃}{2} = \frac{3000 + 1200}{2} = 2100 \text{ psf}
$$
* **Radius** (which equals maximum shear stress, τ\_max):
$$
\frac{σ₁ - σ₃}{2} = \frac{3000 - 1200}{2} = 900 \text{ psf}
$$
---
#### 2. **Undrained Shear Strength (Sᵤ)**
Since it's a UU test (no drainage, no friction angle), the **failure occurs due to cohesion only**. That means:
$$
S_u = τ_{\text{max}} = \boxed{900 \text{ psf}}
$$
---
### ? Final Answer:
$$
\boxed{S_u = 900 \text{ psf}}
$$
---
### ✏️ For the Mohr's Circle (Drawing Guide)
Here’s what you'd sketch:
* X-axis: Normal stress (σ), Y-axis: Shear stress (τ)
* Center at 2100 psf on x-axis
* Radius of 900 psf
* Circle goes from 1200 psf to 3000 psf on σ-axis
* Draw a horizontal line (failure envelope) at τ = 900 psf — that's your **Mohr-Coulomb envelope**.
give me as it is but no two equal sign in the same line.
This is AI generated Response.
Asked by: MD ISRARUL HAQUE
Created at: 2025-09-02 05:40:30
Absolutely — let's go through the solution in a clear, human way, and get straight to the point without unnecessary wording.
---
### ? Problem Breakdown
We’re given a **UU test** (Unconsolidated Undrained) with the following **principal stresses**:
* **Vertical (σ₁) = 3000 psf**
* **Horizontal (σ₃) = 1200 psf**
You're asked to find:
* The **undrained shear strength**, $S_u$
* Plot the **Mohr’s circle** and show the **Mohr-Coulomb failure envelope**
---
### ✅ Step-by-Step Solution
#### 1. **Mohr’s Circle Parameters**
* **Center** of the circle:
$$
\frac{σ₁ + σ₃}{2} = \frac{3000 + 1200}{2} = 2100 \text{ psf}
$$
* **Radius** (which equals maximum shear stress, τ\_max):
$$
\frac{σ₁ - σ₃}{2} = \frac{3000 - 1200}{2} = 900 \text{ psf}
$$
---
#### 2. **Undrained Shear Strength (Sᵤ)**
Since it's a UU test (no drainage, no friction angle), the **failure occurs due to cohesion only**. That means:
$$
S_u = τ_{\text{max}} = \boxed{900 \text{ psf}}
$$
---
### ? Final Answer:
$$
\boxed{S_u = 900 \text{ psf}}
$$
---
### ✏️ For the Mohr's Circle (Drawing Guide)
Here’s what you'd sketch:
* X-axis: Normal stress (σ), Y-axis: Shear stress (τ)
* Center at 2100 psf on x-axis
* Radius of 900 psf
* Circle goes from 1200 psf to 3000 psf on σ-axis
* Draw a horizontal line (failure envelope) at τ = 900 psf — that's your **Mohr-Coulomb envelope**.
This is AI generated Response.
Asked by: MD ISRARUL HAQUE
Created at: 2025-09-02 05:41:22
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