1. ASTM (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3). ASTM D698–12e2. West Conshohocken, PA: ASTM
2. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Geotechnique 40(3):405–430. https://doi.org/10.1680/geot.1990.40.3.405
3. Alonso EE, Pinyol NM (2011) Landslides in reservoirs and dam operation. In: Garcia R et al (eds) Proceedings Dam Maintenance and Rehabilitation II. Taylor & Francis Group, London, pp 3–27
4. Barrett JR, Moore PJ (1975) Design criteria for rapid drawdown in earth-rock dams. In: Proc., Int. Symp. on criteria and assumptions for numerical analysis of dams. Canberra, Australia: Commonwealth, pp 809–828
5. Bishop AW (1954) The use of pore-pressure coefficients in practice. Géotechnique 4(4):148–152. https://doi.org/10.1680/geot.1954.4.4.148