A nanoscopic hydro-thermo-mechanical model for nuclear waste shale/clay repositories

Author:

Ahmed H. R.,Abduljauwad S. N.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference60 articles.

1. Abduljauwad SN, Al-Sulaimani GJ (1993) Determination of swell potential of Al-Qatif clay. Geotech Test J ASCE 16(4):469–484

2. Abduljauwad SN, Al-Sulaimani GJ, Basunbul IA, Al-Buraim I (1998) Laboratory and field studies of response of structures to heave of expansive clay. Geotechnique 48(1):103–121

3. Ahmed HR (2015). Molecular level modeling of natural and compacted expansive clays. PhD dissertation, Civil Engineering Department, King Fahd University of Petroleum & Minerals (KFUPM), Dhahran, Saudi Arabia

4. Ahmed HR, Abduljauwad SN, Akram T (2007) Geotechnical behavior of oil-contaminated fine-grained soils. Electron J Geotech Eng 12(A)

5. Al-Bazali T, Zhang J, Chenevert ME, Sharma MM (2008) Factors controlling the compressive strength and acoustic properties of shales when interacting with water-based fluids. Int J Rock Mech Min 45(5):729–738

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