Investigation of engineering characteristics of calcareous soils from fringing reef

Author:

Wang Xin-Zhi,Wang Xing,Jin Zong-Chuan,Zhu Chang-Qi,Wang Ren,Meng Qing-shan

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference21 articles.

1. Use of X-ray powder diffraction for quantitative analysis of carbonate rock reservoir samples;Al-Jaroudi;Powder Technol.,2007

2. Alba, J.L., Audibert, J.M., 1999. Pile Design in Calcareous and Carbonaceous Granular Materials, an Historic Overview, In: Proceedings of the Second International Conference on Engineering for Calcareous Sediments, Manama, Bahrain, Vol. 1, Rotterdam, A.A. Balkema, pp. 29–44.

3. ASTM D1194, 1994. Standard Test Method for Bearing Capacity of Soil for Static load and Spread Footings. Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA 19428-2959, United States.

4. Simple shear behavior of calcareous and quartz sands;Brandes;Geotech. Geol. Eng.,2011

5. Particle breakage during shearing of a carbonate sand;Coop;Geotechnique,2004

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