Closed‐Form Heave Solutions for Expansive Soils-Reference-Cited by-同舟云学术

Closed‐Form Heave Solutions for Expansive Soils

Published:1988-05 Issue:5 Volume:114 Page:573-588
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:Journal of Geotechnical Engineering

Author:

Rao R. Rama,Rahardjo Harianto,Fredlund Delwyn G.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281988%29114%3A5%28573%29

Reference9 articles.

1. Fredlund D. G. (1969). “Consolidometer test procedural factors affecting swell properties.” Proc. Second International Conference on Expansive Clay Soils Texas A & M University College Station Tex. 435–456.

2. Fredlund D. G. (1983). “Prediction of ground movements in swelling clays.” 31st Annual Soil Mechanics and Foundation Engineering Conference Minneapolis Minn.

3. Fredlund D. G. Hasan J. U. and Filson H. L. (1980). “The prediction of total heave.” Proc. 4th International Conference on Expansive Soils Denver Colo. 322–338.

Cited by 21 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. Influence of the fluid polarity on shear strength of sodium montmorillonite clay: A steered molecular dynamics study;Computers and Geotechnics;2023-06

2. Expansive soils;ICE Manual of Geotechnical Engineering, Second edition, Volume I;2023-01

3. Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils;Journal of Geotechnical and Geoenvironmental Engineering;2022-01

4. Behaviour of Mixed Expansive Soil and Additive Minerals as Subgrade Layer;IOP Conference Series: Earth and Environmental Science;2021-08-01

5. A Critical Review on Stabilisation of Expansive Soils with Compensating Materials;Lecture Notes in Civil Engineering;2021-07-28