The effect of repeated loading on the ultimate unconfined compressive strength of a lime-stabilized laterite-Reference-Cited by-同舟云学术

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The effect of repeated loading on the ultimate unconfined compressive strength of a lime-stabilized laterite

Published:1986-12 Issue:2 Volume:23 Page:125-135
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Akoto Baffour K.A.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. A simplified triaxial apparatus for characterizing soils and other pavement materials;Akoto,1985

2. Some geotechnical properties of a lime-stabilized laterite containing a high proportion of aluminium oxide;Akoto;Eng. Geol.,1981

3. Curing lime stabilized soils;Anday;Highway Res. Rec.,1963

4. Methods of Testing Soils for Civil Engineering Purposes;Bs 1377,1975

5. Methods of Tests for Stabilized Soils;Bs 1924,1975

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. Shear strength and durability against wetting and drying cycles of lime-stabilised laterite soil as subgrade;Physics and Chemistry of the Earth, Parts A/B/C;2023-12

2. Impact of Soil Treatment by Addition of Cement on the California Baring Ratio: Case of Bamendou in West Region Cameroon;SSRN Electronic Journal;2022

3. LATERITE AS A POTENTIAL SEEPAGE BARRIER FROM A KARST-DEPRESSION TAILINGS IMPOUNDMENT;Clays and Clay Minerals;2021-01-05

4. Effects of agglomerate size on California bearing ratio of lime treated lateritic soils;International Journal of Sustainable Built Environment;2016-06

5. Effect of iron phase on the strengthening of lateritic-based “geomimetic” materials;Applied Clay Science;2012-12

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