8 results · AI-generated index
A
asce.org
article

Pile Foundation Design in Clay Soils

The diameter of the pile in clay soil can be calculated using the formula D = (Q / (π * γ * L))^(1/2) where D is the diameter, Q is the axial load, γ is the unit weight of the soil, and L is the length of the pile.

F
fhwa.dot.gov
official

Deep Foundations in Clay Soils

The Federal Highway Administration provides a calculation formula for the diameter of piles in clay soil, taking into account the soil's shear strength and the pile's axial load capacity.

R
researchgate.net
research

Pile Design and Construction in Clay Soils

Researchers have proposed a new formula for calculating the diameter of piles in clay soil, which considers the effects of soil consolidation and pile-soil interaction.

S
structx.com
tool

Pile Foundation Calculator

This online calculator uses a formula based on the American Society of Civil Engineers (ASCE) guidelines to calculate the diameter of piles in clay soil, given the axial load, soil properties, and pile length.

Y
youtube.com
video

Design of Pile Foundations in Clay Soils

This video lecture presents a step-by-step guide to calculating the diameter of piles in clay soil, using a formula that accounts for the soil's shear strength and the pile's settlement behavior.

N
ncsu.edu
article

Clay Soil Properties and Pile Design

North Carolina State University's Civil Engineering department provides a detailed guide to calculating the diameter of piles in clay soil, including a formula that considers the soil's plasticity index and liquidity index.

G
geotechtools.io
tool

Pile Diameter Calculation Spreadsheet

This spreadsheet uses a formula to calculate the diameter of piles in clay soil, based on the soil's properties, pile length, and axial load, and is available for download and use.

M
mdpi.com
research

Pile Foundations in Clay Soils: A Review

This review article discusses the various formulas and methods used to calculate the diameter of piles in clay soil, including the effects of soil variability and pile-soil interaction on pile design.