Development of a Swelling Model for Strong Expansive Soil Under K<sub>0</sub> Stress State for Building Foundation Applications

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Development of a Swelling Model for Strong Expansive Soil Under K<sub>0</sub> Stress State for Building Foundation Applications

This study explores the swelling behavior of strong expansive soil from the Nanyang Section II canal bed of the South-to-North Water Diversion Middle Route Project, with practical relevance to foundation engineering. A total of 45 one-dimensional swelling tests were performed using a lever-type cons...

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Bibliographic Details
Main Authors:	Shuangping Li, Bin Zhang, Han Tang, Zuqiang Liu, Junxing Zheng
Format:	Article
Language:	English
Published:	MDPI AG 2025-06-01
Series:	Buildings
Subjects:	strong expansive soil K<sub>0</sub> stress condition swelling rate dry density semi-logarithmic model building foundation deformation
Online Access:	https://www.mdpi.com/2075-5309/15/13/2220
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