GeoYantra Pro — complete geotechnical and hydrological analysis platform

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Particle size data
Combined
Sieve only
Hydrometer only
Import Excel / CSV (size mm, % passing)
Sieve analysis data
Sieve size (mm), % passing — one row per sieve
Hydrometer analysis data (optional)
Particle size (mm), % finer — from hydrometer module
Plasticity data for USCS classification Mainly required for fines > 50%
Liquid Limit LL (%)
Plastic Limit PL (%)
PI is calculated as LL − PL automatically.
Particle size distribution
PSD
D₁₀ (mm)
D₃₀ (mm)
D₆₀ (mm)
Cᵤ
C꜀
% fines
% passing 4.75mm
% silt
ASTM D422 — 151H hydrometer
Soil & sample parameters
Specific gravity Gs
Dry mass W (g)
Temperature (°C)
Used to determine Ct correction factor
Zero correction Zc
Positive if hydrometer reads high in distilled water
Meniscus correction Cm
Default +0.5 for 151H
P₇₅ — % passing 75 µm sieve
From sieve analysis — used for adjusted % finer
Hydrometer readings table
Time (min), reading — enter as 1.029 or 29
Each row: elapsed time (min), hydrometer reading (e.g. 1.029 or 29)
Hydrometer analysis results
Hydrometer chart
Theory & calculation notes (click to expand)

Standard: ASTM D422 / BS 1377 Part 2 using 151H hydrometer in a 1000 mL cylinder.

Step 1 — Reading conversion: If the user enters 1.029, convert: R = (1.029 − 1) × 1000 = 29. If entered as 29, use directly.

Step 2 — Meniscus correction:

Rm = R + Cm    (Cm = +0.5 for 151H)

Step 3 — Temperature & zero correction:

Rc = Rm + Ct − Zc

Step 4 — Temperature correction factors (Ct):

T (°C)CtT (°C)Ct
15−1.1230.7
16−0.9241.0
17−0.7251.3
18−0.5261.65
19−0.3272.0
200.0282.5
210.2293.05
220.4303.8

Step 5 — Effective depth L (cm): Based on calibration of 151H hydrometer in 1000 mL cylinder:

L = 16.295 − 0.2645 × Rm

Step 6 — Viscosity factor K: Stokes' law constant combining water viscosity and particle density:

K = √[ 30η / ((Gs − Gw) × γw) ]

Simplified as K ≈ 0.013 for Gs=2.68 at 25°C. Full K table (ASTM D422 Table 1) is interpolated by the engine.

Step 7 — Particle diameter D (mm):

D = K × √(L / t)    where t is in minutes

Step 8 — % Finer P (raw hydrometer):

P = (Rc / W) × (Gs / (Gs − 1)) × 100

Step 9 — Adjusted % Finer Pa (CRITICAL): The hydrometer test is run only on the fines fraction. To express results relative to the total original sample:

Pa = P × (P₇₅ / 100)

Where P₇₅ is the % passing the 75 µm (No. 200) sieve from the sieve analysis. This adjustment is mandatory for plotting a combined gradation curve.

Soil blend configurationUpload A / B
Soil A gradation
Particle size (mm), % passing
Soil B gradation
Particle size (mm), % passing
Blend ratio — Soil A (%)
40%
Optional LL / PL
Optional for blended USCS classification
Blended soil analysis
D₁₀ (mm)
D₃₀ (mm)
D₆₀ (mm)
Cᵤ
C꜀
For fine-grained soil (% passing 0.075mm > 50%)
Atterberg limits
Limit values
Liquid Limit (LL)
Plastic Limit (PL)
Optional parameters
Natural water content wₙ (%) — for LI
% clay content — for Activity index
PI
LI
Activity
Casagrande plasticity chart
Plasticity chart
CBR penetration-load data
Standard loads
Standard load @ 2.5 mm (kN)
Standard load @ 5.0 mm (kN)
Penetration (mm), Load (kN)
Load-penetration curve
CBR
CBR @ 2.5mm
CBR @ 5.0mm
Governing
Proctor compaction
Sample properties
Specific gravity Gs
Test type
Water content (%), dry density (kN/m³)
Compaction curve + ZAV line
Compaction
OMC (%)
MDD (kN/m³)
Sr at OMC
Oedometer test data
Effective stress (kPa), void ratio
Stress state
Preconsolidation σ'c (kPa)
Layer thickness H (m)
Initial void ratio e₀
Initial stress σ'v0 (kPa)
Stress increment Δσ (kPa)
Coefficient of consolidation cᵥ
cᵥ units
Drainage condition
Select U%
e–log σ′ curve
Consolidation
Cc
Cs
OCR
Settlement (mm)
d (m)
t₅₀
t₉₀
tᵤ
General Bearing Capacity Analysis (Vesic N Factors)
This module utilizes the General Bearing Capacity Equation with N factors according to Vesic (1973) and shape factors according to Terzaghi.
Soil parameters
Cohesion c (kPa)
Friction angle φ (°)
Unit weight γ (kN/m³)
Factor of safety
Foundation geometry
Depth Df (m)
Width B (m)
Shape
qₐ vs friction angle
Bearing
qᵤ (kPa)
qₐ (kPa)
Nᶜ/Nq/Nᵧ
Penman Combination Method (Interpolated Energy-Aerodynamic Model)
Import monthly climate data (Excel/CSV)
Site parameters
Latitude (°N)
Elevation (m)
Monthly data (12 rows): Temp°C, RH%, Wind m/s, Sun hrs
Monthly PET
PET
Annual PET
mm/yr
Peak month
Min month
SCS-CN runoff
Parameters
Curve Number (CN): 75
Rainfall P (mm)
Catchment area (km²)
AMC condition
Rainfall-runoff curve
Runoff
Q (mm)
Volume (m³)
Runoff ratio
Research tasks
Project
Project title
Total weeks
Prepared by
Tasks: name, start week, duration (weeks)
Gantt chart
Project metadata
Identification
Project name
Reference number
Date
Site location
Prepared by
Checked by
Organisation
Watermark text (optional)
Applied to all exported charts and PDF report
Chart appearance
Style
Color scheme
Display theme
Export background
Data point style — primary series
Circle
Triangle
Square
Star
Cross
Point radius (px)
5
Secondary series point style
Circle
Triangle
Square
Star
Cross
Weights
Line weight (px)
2
Axis label font (px)
10px
Select tests for PDF report

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Report configuration
Report title
Subtitle
Referenced standard
Report preview
Geotechnical Laboratory Investigation Report
Project: — | Date: —
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Crafted by Arjun Adhikari