UNDERSTAND IT. WORK IT OUT.

Learn: Consolidation time

Settlement magnitude and the time needed to develop it are different questions. The consolidation time factor relates elapsed time to the drainage path and coefficient of consolidation for a chosen degree of primary consolidation.

Beginner-friendlyFree · No accountTwo worked examples + separate practice
01

What the formula is saying

Rearrange Tv = cv t/Hdr² to get t = Tv Hdr²/cv. Water must travel along the drainage path, so time depends on its square rather than on the layer thickness alone.

t = Tv Hdr² / cv

Read the symbols in plain language

Tv
Time factor

Time factor. The supplied dimensionless factor selects the intended degree of primary consolidation.

ratio / no unit

A dimensionless ratio has no physical unit; 0.01 as a ratio is 1% when the percent option is selected.

Hdr
Drainage path

Drainage path Hdr, not automatically total layer thickness.

m

Metres measure length; 1 m = 1000 mm.

cv
Coefficient of consolidation

Coefficient of consolidation. Squared distance divided by the consolidation coefficient has units of time.

m²/s

Use m²/s as the base unit shown here. H is the drainage path Hdr in m, cv is m²/s and Tv is dimensionless. The result is seconds. For double drainage of a uniform layer, Hdr is half the full layer thickness; for single drainage it is the full thickness.

t
Result to find

Consolidation time. The supplied dimensionless factor selects the intended degree of primary consolidation.

s

Sort out the units first

H is the drainage path Hdr in m, cv is m²/s and Tv is dimensionless. The result is seconds. For double drainage of a uniform layer, Hdr is half the full layer thickness; for single drainage it is the full thickness.

Assumptions before calculating

Assume one-dimensional Terzaghi primary consolidation with compatible Tv, cv and drainage boundary conditions. The selected Tv corresponds to a target degree of consolidation established separately.

02

Let’s solve one together

Read the given values, follow each operation, then check what the result means.

Read the supplied values as one complete study case. Find t and explain the result in the stated output unit.

Tv · Time factor
0.848
Hdr · Drainage path
2.5 m
cv · Coefficient of consolidation
1e-7 m²/s
  1. Square the drainage path

    Use the longest relevant drainage distance, which may be half the layer thickness.

    (2.5)^2 = 6.25 m²
  2. Find the drainage time scale

    Squared distance divided by the consolidation coefficient has units of time.

    (6.25) ÷ (1e-7) = 62500000 s
  3. Apply the target time factor

    The supplied dimensionless factor selects the intended degree of primary consolidation.

    (0.848) × (62500000) = 53000000 s
Answer53000000 s

Does this worked answer make sense?

Doubling drainage path multiplies time by 4. Doubling cv halves time. For the same layer and cv, double drainage takes one quarter of the single-drainage time for the same Tv.

A second worked example — different values

A second case uses different data. Predict which way the answer will change, then calculate it without reusing the first answer.

Tv · Time factor
0.197
Hdr · Drainage path
2 m
cv · Coefficient of consolidation
2e-7 m²/s
  1. Square the drainage path

    Use the longest relevant drainage distance, which may be half the layer thickness.

    (2)^2 = 4 m²
  2. Find the drainage time scale

    Squared distance divided by the consolidation coefficient has units of time.

    (4) ÷ (2e-7) = 20000000 s
  3. Apply the target time factor

    The supplied dimensionless factor selects the intended degree of primary consolidation.

    (0.197) × (20000000) = 3940000 s
Answer3940000 s
03

Now try your own values

Change a value or its unit. The same method will show your calculation, step by step.

Time factor. The supplied dimensionless factor selects the intended degree of primary consolidation.

Drainage path Hdr, not automatically total layer thickness.

Coefficient of consolidation. Squared distance divided by the consolidation coefficient has units of time.

English, Arabic and Persian digits are supported. The steps convert inputs to the formula’s base units.

Results update only when you calculate. The lesson example above stays unchanged.

04

Your turn — check your understanding

Solve this separate case yourself. Use only the values below; the two worked examples use different data. Give the requested result in the selected unit.

Tv · Time factor
0.848
Hdr · Drainage path
1.5 m
cv · Coefficient of consolidation
1.5e-7 m²/s

Find: Learn: Consolidation time

For repeating decimals, use at least four significant figures. Accepted rounding tolerance: 0.05% of the expected value; zero uses an absolute tolerance of 10⁻¹².

A hint, not the answer

Rearrange Tv = cv t/Hdr² to get t = Tv Hdr²/cv. Water must travel along the drainage path, so time depends on its square rather than on the layer thickness alone.

H is the drainage path Hdr in m, cv is m²/s and Tv is dimensionless. The result is seconds. For double drainage of a uniform layer, Hdr is half the full layer thickness; for single drainage it is the full thickness.

Show the full practice solution

Compare the steps with your work; revealing a solution does not mark the lesson complete.

  1. Square the drainage path

    Use the longest relevant drainage distance, which may be half the layer thickness.

    (1.5)^2 = 2.25 m²
  2. Find the drainage time scale

    Squared distance divided by the consolidation coefficient has units of time.

    (2.25) ÷ (1.5e-7) = 15000000 s
  3. Apply the target time factor

    The supplied dimensionless factor selects the intended degree of primary consolidation.

    (0.848) × (15000000) = 12720000 s
Answer12720000 s

Avoid the common trap

Do not use full layer thickness for a double-drained layer. Do not mix cv in m²/year with an assumed seconds output, and do not forget to square the drainage path.

When this method applies — and when it does not

This does not choose Tv from a target percentage or model variable permeability, staged loading, vertical drains, secondary compression or changing layer thickness. A laboratory cv may not represent all field stresses and drainage conditions.

For study and understanding, not approval of a real structure, site operation or design. Apply the correct standard, National Annex and professional review to actual engineering work.

One idea understood. Keep going.

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Sources & further reading

References open in a new tab and explain the underlying principles. The teaching text and examples here are SimpleFlick’s own; the source organisations have not endorsed this calculator.

Reading focus: Consolidation time. Read the relevant soil phase, seepage, earth-pressure, settlement or foundation topic. Effective stress, drainage and idealized geometry determine whether the relationship applies.

Lesson updated: · Both examples and the separate practice case are checked against an independent high-precision numerical implementation. This verifies arithmetic for the stated model, not engineering certification.

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