Disintegration Characteristics of Red Sandstone and Its Filling Methods for Highway Roadbed and Embankment-Reference-Cited by-同舟云学术

Disintegration Characteristics of Red Sandstone and Its Filling Methods for Highway Roadbed and Embankment

Published:2007-05 Issue:5 Volume:19 Page:404-410
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhao Ming-Hua¹²³,Zou Xin-Jun¹²³,Zou Patrick X.¹²³

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, P. R. China.

2. College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, P. R. China.

3. Associate Lecturer, Faculty of Built Environment, The Univ. of New South Wales, Sydney NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282007%2919%3A5%28404%29

Reference15 articles.

1. Abt S. R. Peters M. R. Johnson T. L. and Hogan S. A. (1994). “Sandstone materials used as riprap.” Proc. Hydraulic Engineering ’94 ASCE New York 467–471.

2. Anthony B. A. Bruen M. P. Mann R. R. and Alem Z. (1992). “Hybrid grouting techniques to stabilize a weakly cemented sandstone at King Talal Dam Jordan.” Proc. 1992 ASCE Specialty Conf. on Grouting Soil Improvement and Geosynthetics Geotechnical Engineering Division of ASCE New York 577–587.

3. Christiansen F. W. (1970). “Isotropic tensional and compress ional strain patterns in tabular shaped bodies.” Proc. 2nd Congress. Int. Soc. Rock Mechanics Belgrade Vol. 1 265–269.

4. Field and Laboratory Testing of St. Peter Sandstone

Cited by 39 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. Monodisperse and polydisperse packings of equiaxed concave particles: Effects of angularity and roughness;Powder Technology;2024-07

2. Experimental study on the punching failure model of soft red rock subgrade by BPT-BVM methods and it’s assessment of the load bearing capacity;Scientific Reports;2024-05-14

3. Effect of different buried depth on the disintegration characteristic of red-bed soft rock and the evolution model of disintegration breakage under cyclic drying-wetting;Scientific Reports;2024-04-01

4. Influence of Water on Tensile Behavior of Illite through the Molecular Dynamics Method;International Journal of Geomechanics;2024-04

5. Case Study on Failure Mode of Medium-Weathered Mudstone Based on PLT-BVM Methods and Its Bearing Capacity;Journal of Materials in Civil Engineering;2024-04