Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil

Author:

Ismail Mostafa A.1,Joer Hackmet A.2,Sim Wee H.3,Randolph Mark F.4

Affiliation:

1. Lecturer, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley 6009 WA, Australia.

2. Principal Engineer, Advanced Geomechanics, Nedlands 6009 WA, Australia.

3. Graduate of the Civil Engineering Dept., Univ. of Western Australia, 6907, Nedlands, WA, Australia.

4. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 6907, Nedlands, WA, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference40 articles.

1. A study of sand stabilization in Eastern Saudi Arabia

2. Triaxial Testing of Naturally Cemented Carbonate Soil

3. The development and geotechnical problems of sabkha, with preliminary experiments on the static penetration resistance of cemented sands

4. Compressibility and collapse characteristics of arid saline sabkha soils

5. Allman M. A. and Poulos H. G. (1988). “Stress-strain behaviour of an artificially cemented calcareous soil.” Proc. Int. Conf. on Calcareous Sediments Perth A. A. Balkema Rotterdam The Netherlands 2 51–58.

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