Characterization of Field Compacted Soils (Unsoaked) Using the California Bearing Ratio (CBR) Test-Reference-Cited by-同舟云学术

Characterization of Field Compacted Soils (Unsoaked) Using the California Bearing Ratio (CBR) Test

Published:2011-03-11 Issue: Volume: Page:
ISSN:
Container-title:Geo-Frontiers 2011
language:
Short-container-title:

Author:

Joseph Danistan,Vipulanandan C.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41165%28397%29278

Reference11 articles.

1. Prediction of CBR Using Dynamic Cone Penetrometer

2. The Calculation of Laboratory and In-situ Values of California Bearing Ratio from Bearing Capacity Data

3. Berney E.S. Wahl R.E. (2008) "A Rapid Soils Analysis Kit" ERDC/GSL TR-08-3 U.S. Army Engineer Research and Development Center.

4. Hussin N.A.B. (2008) "Correlation between CBR value and undrained strength from vane shear test Bsc thesis Faculty of Civil Engineering Universiti Teknologi Malaysia.

Cited by 5 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. A Scientometrics Review of Soil Properties Prediction Using Soft Computing Approaches;Archives of Computational Methods in Engineering;2023-11-24

2. Experimental and numerical characterization of EPS using elastoplastic response in ABAQUS;Materials Today: Proceedings;2023-07

3. Influence of cohesion on California bearing ratio of clay–gravel mixtures;International Journal of Sediment Research;2023-06

4. Mapping the Physical Properties of Soils and the California Bearing Ratio (CBR) Value for Different Soil Types: A Case Study in the Bukit Kemuning and Pugung Tampak Areas;WSEAS TRANSACTIONS ON ENVIRONMENT AND DEVELOPMENT;2022-01-09

5. Influence of aggregate packing structure on California bearing ratio values of unbound granular materials;Road Materials and Pavement Design;2013-11-28