Modified Shear Displacement Method for Analysis of Piles in Unsaturated Expansive Soils Considering Influence of Environmental Factors
Author:
Affiliation:
1. Dept. of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China.
2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa K1N 6N5, ON, Canada (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002320
Reference43 articles.
1. Laboratory evaluation of effective parameters on uplift force under reamed pile in expansive soil;Abbas H. O.;Geotech. Geol. Eng.,2020
2. Heave Prediction in a Natural Unsaturated Expansive Soil Deposit Under a Lightly Loaded Structure
3. Performance assessment of single and group of helical piles embedded in expansive soil
4. Cyclic Swelling Behavior of Clays
5. Modelling the mechanical behaviour of expansive clays
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