Prediction of climate specific vertical movement of pavements with expansive soils based on long-term 2D numerical simulation of rainwater infiltration-Reference-Cited by-同舟云学术

Prediction of climate specific vertical movement of pavements with expansive soils based on long-term 2D numerical simulation of rainwater infiltration

Published:2019-11 Issue: Volume:115 Page:103172
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Jun,Little Dallas N.,Hariharan Narain,Kim Yong-Rak

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Soil mechanics for unsaturated soils;Fredlund,1993

2. An examination of expansive clay problems in Texas;Wise,1971

3. Interrelationships of loads, volume change, and layer thickness of soils to the behavior of engineering structures;McDowell,1956

4. The prediction of total heave;Fredlund,1980

5. Methodology for foundations on expansive soils;O’Neill;J Geotech Eng Div, ASCE,1980

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