---
title: "Compaction test: curve, MDD, OMC, RC"
subject: "Soil Mechanics"
chapter: 5
key: "semester_4/soil_mechanics:compaction-test-curve-mdd-omc-rc"
source: https://www.bctengineer.com/q/semester_4/soil_mechanics/compaction-test-curve-mdd-omc-rc
site: BCT Engineering
---

# Compaction test: curve, MDD, OMC, RC

Soil Mechanics · Chapter 5: Soil Compaction

- Asked in: 2078 Poush, 3+2 marks
- Video: [What is the optimum moisture content test|| What is an OMC test||  What is the standard Proctor test](https://www.youtube.com/watch?v=oIeBsY9vCSA) — Water Resource Engineering
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_4/soil_mechanics/compaction-test-curve-mdd-omc-rc
- Whole chapter: https://www.bctengineer.com/md/semester_4/soil_mechanics/chapter-5

## Question

The following results were obtained from a standard compaction test.

| Test No. | 1 | 2 | 3 | 4 | 5 | 6 |
|---|---|---|---|---|---|---|
| Water Content (%) | 11.0 | 12.1 | 12.8 | 13.6 | 14.6 | 16.3 |
| Mass of compacted soil (gm) | 1920.5 | 2051.5 | 2138.5 | 2147.0 | 2120.0 | 2081.5 |

The specific gravity of solids is 2.7 and the volume of the compaction mould is 1000 cm³. A field compacted soil sample showed water content of 35% and unit weight of 2.318 Mg/m³.
(i) Draw the compaction curve and determine the maximum dry unit weight and OMC.
(ii) Find the relative compaction (RC).

## Short answer

Dry densities were computed from the wet mass and water content. The compaction curve peaks at maximum dry density ≈ 1.90 Mg/m³ (18.6 kN/m³) and optimum water content ≈ 13.1%. The field dry density is 1.717 Mg/m³, giving relative compaction = 90.4%.

## Answer

#### (i) Compaction curve
Mould volume $= 1000$ cm³ = 1 litre, so bulk density $\rho = m/1000$ g/cm³ (Mg/m³), and
$$
\rho_d = \frac{\rho}{1+w}, \qquad \gamma_d = \rho_d \times 9.81
$$

| Test | $w$ (%) | $\rho$ (Mg/m³) | $\rho_d$ (Mg/m³) | $\gamma_d$ (kN/m³) | $\rho_{d,zav}$ (Mg/m³) |
|---|---|---|---|---|---|
| 1 | 11.0 | 1.9205 | 1.730 | 16.97 | 2.082 |
| 2 | 12.1 | 2.0515 | 1.830 | 17.95 | 2.035 |
| 3 | 12.8 | 2.1385 | 1.896 | 18.60 | 2.007 |
| 4 | 13.6 | 2.1470 | 1.890 | 18.54 | 1.975 |
| 5 | 14.6 | 2.1200 | 1.850 | 18.15 | 1.937 |
| 6 | 16.3 | 2.0815 | 1.790 | 17.56 | 1.875 |

ZAV: $\rho_{d,zav} = \dfrac{G\rho_w}{1+wG}$ with $G = 2.7$.

Plot $\rho_d$ (or $\gamma_d$) against $w$ and draw a smooth curve through the points. It rises to a peak between tests 3 and 4 and then falls, staying below the ZAV values.

```text
 ρd (Mg/m³)
 1.90 |         *  *       <- peak ≈ 1.90 at w ≈ 13.1%
 1.86 |                *
 1.82 |      *
 1.78 |                       *
 1.74 |  *
      +--+---+---+---+---+---+--- w (%)
        11  12  13  14  15  16
```
From the smoothed curve (a parabola through the three points around the peak gives its crest at about $w = 13.1\%$):
- **Maximum dry density** $\approx 1.90$ Mg/m³, i.e. **maximum dry unit weight $\approx 18.6$ kN/m³**
- **OMC $\approx 13.1\%$**

#### (ii) Relative compaction
Field dry density:
$$
\rho_{d,field} = \frac{2.318}{1 + 0.35} = 1.717\ \text{Mg/m}^3\ (\gamma_d = 16.84\ \text{kN/m}^3)
$$
$$
RC = \frac{\rho_{d,field}}{\rho_{d,max}} \times 100 = \frac{1.717}{1.90} \times 100 = 90.4\%
$$

**Answer: MDD $\approx 1.90$ Mg/m³ (18.6 kN/m³), OMC $\approx 13.1\%$, relative compaction $\approx 90\%$** (below the usual 95% requirement).

Note: the field data as printed are not physically consistent. At $w = 35\%$ the ZAV dry density is only $2.7/(1 + 0.35 \times 2.7) = 1.39$ Mg/m³, so a dry density of 1.717 Mg/m³ would need $S \approx 165\%$. The value is probably a misprint, but the RC above follows the data as given.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. Dry density in each test:
   A. Mass/(1+w) volume
   B. Bulk density/(1+w)
   C. Bulk density x (1+w)
   D. Bulk density x w
   Answer: B. rho_d = rho/(1+w). (Key point: Dry density)

2. MDD and OMC from the curve:
   A. About 1.90 Mg/m3 at about 13.2%
   B. About 1.73 at 11%
   C. About 2.15 at 13.6%
   D. About 1.79 at 16.3%
   Answer: A. Peak lies between tests 3 and 4. (Key point: MDD and OMC)

3. Field dry density with rho = 2.318 and w = 35%:
   A. 1.717 Mg/m3
   B. 3.13
   C. 1.90
   D. 2.318
   Answer: A. 2.318/1.35 = 1.717. (Key point: Field density)

4. RC = 1.717/1.90:
   A. Around 75%
   B. Around 95%
   C. Around 90%, below 95%
   D. Around 105%
   Answer: C. 90.4%, not satisfactory. (Key point: RC)

## Close variants set in other exams

- [Compaction test, RC and saturation](https://www.bctengineer.com/question.md?key=semester_4%2Fsoil_mechanics%3Acompaction-test-curve-saturation-degree) — Soil Mechanics, chapter 5, asked 2×

## Related in Soil Mechanics

- [Compacted soil 17 kN/m³, OWC 16%](https://www.bctengineer.com/question.md?key=semester_4%2Fsoil_mechanics%3Amax-dry-weight-17-void-ratio) — Soil Mechanics, chapter 5, asked 2×
- [Road compaction specification, sand cone](https://www.bctengineer.com/question.md?key=semester_4%2Fsoil_mechanics%3Aroad-compaction-sand-cone-check) — Soil Mechanics, chapter 5

## Related in other subjects

- [Standard error; population 12,19,13,16](https://www.bctengineer.com/question.md?key=semester_5%2Fprobability_and_statistics%3Astandard-error-population-12-19-13) — Probability and Statistics, chapter 4
- [K-map Σ(1,2,3,8,9,10,11,13,14)+d, POS](https://www.bctengineer.com/question.md?key=semester_3%2Fdigital_logic%3Akmap-pos-form-12389) — Digital Logic, chapter 3
