Loss in Serviceability of Pavements Due to Expansive Clay Subgrades-Reference-Cited by-同舟云学术

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Loss in Serviceability of Pavements Due to Expansive Clay Subgrades

Published:1997-06-01 Issue:2 Volume:III Page:277-294
ISSN:1078-7275
Container-title:Environmental & Engineering Geoscience
language:en
Short-container-title:Environmental & Engineering Geoscience

Author:

AL-HOMOUD A. S.,AL-SULEIMAN (OBEIDAT) T. I.

Publisher

GeoScienceWorld

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Environmental Engineering

Cited by 9 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. Approach for Predicting Cracking Deterioration in Sprayed Seals from Subjective Condition Ratings;Transportation Research Record: Journal of the Transportation Research Board;2021-02-09

2. Factors affecting performance of sprayed seals in rural Victoria;International Journal of Pavement Engineering;2020-11-25

3. A quantitative method of describing grain size distribution of soils and some examples for its applications;Bulletin of Engineering Geology and the Environment;2015-09-19

4. Geo-Engineering Properties and Swelling Potential of Quaternary Lacustrine Clays in North of Burdur, Turkey;Arabian Journal for Science and Engineering;2014-11-20

5. Evaluation of damage to light structures erected on a fill material rich in expansive soil;Bulletin of Engineering Geology and the Environment;2011-08-30

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