Modelling of expansive clay interaction with skeleton structures considering the effect of replacement permeability-Reference-Cited by-同舟云学术

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Modelling of expansive clay interaction with skeleton structures considering the effect of replacement permeability

Published:2021-06 Issue:2 Volume:12 Page:1399-1406
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Abdelmoneim Dalia,El-Taher Mohammed,Akl Sherif A.Y.,El-Mamlouk Hussein H.

Publisher

Elsevier BV

Subject

General Engineering

Reference40 articles.

1. Modulus of elasticity based method for estimating the vertical movement of natural unsaturated expansive soils;Adem,2015

2. Review of methods for predicting in situ volume change movement of expansive soil over time;Adem;J Rock Mech Geotech Eng,2015

3. Unsaturated soil mechanics principles to remove and replace mitigation for expansive clays;Houston;J Geotech Geoenvironmental Eng,2016

4. Foundation Engineering for Expanisve Soils;Nelson,2015

5. Unsaturated Soil Mechanics;Lu,2004

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical modeling bearing capacity in wetting unsaturated expansive soils;IOP Conference Series: Earth and Environmental Science;2024-05-01

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