Radation or weathering from the material Is definitely the material strain softening or brittle Is there the potential for degradation or weathering with the material Could be the material strain softening or brittleSlumping of downstream slope, translational slide, rotational slide, static liquefactionShear failure along pre-existing shear plane from changing shear strength Shear failure along new shear plane from changing shear strengthSlumping of downstream slope, translational slide, rotational slide, static liquefaction Slumping of downstream slope, translational slide, rotational slide, static liquefaction Static liquefaction, international instability, unravelling/sloughing of downstream face, sub vertical cavities Enlargement of pipe, global instability, static liquefaction International instability, static liquefaction, settlement from the crest, loss of stability or unravelling, eroded material can clog the permeable layer and enhance the porewater stress (could result in hydraulic fracture and uplift of your downstream toe or perhaps a rise in the phreatic surface), Isoquercitrin Data Sheet development of a pipe Global instability, seepage around the downstream slope, settlement from the crest, permeability could boost as erosion progresses or reduce if clogging occursInternal erosion in foundation or dam/foundation make contact with from global backward erosionAre there non-plastic soils in the foundationInternal erosion in foundation or dam/foundation get in touch with from backward erosion pipingAre there non-plastic soils within the foundation and soils capable of ‘holding a roof’Internal erosion in foundation or dam/foundation make contact with from contact erosionIs there a contact amongst a coarse-grained plus a fine-grained soil Will be the geometrical and hydraulic condition for speak to erosion metInternal erosion in foundation or dam/foundation speak to from suffusionIs the material broadly gap-graded or gap-graded non plasticInternal erosion in foundation or dam/foundation get in touch with from concentrated leakIs there a crack or gap that could allow for a concentrated leak to developGlobal instability, development of a pipeThawing of foundation permafrostIs there permafrost in the foundationCracking (transverse cracks – perpendicular to dam crest are larger problems than longitudinal cracks) in dam, piping in dam, crest subsidenceMinerals 2021, 11,26 ofTable A3. Dam body FMEA.Failure Mode Description Possible Trigger/Cause Suffocation by eroded material, forest fires, pests and disease, climate change, huge storm event, anthropogenic contributions, surface erosion on downstream slope, evolution of vegetation over time due to climate modify High hydraulic Tapinarof Agonist gradients, design/construction defect, presence of broadly gap-graded or non-plastic, gap-graded soils Cracks from vertical deformation in foundation, starter dyke, or other tailings components or differential settlement; tunnels produced by burrowing animals; hydraulic fracture; high hydraulic gradient; design/construction defects Parallel flow in coarser layer towards the interface in between the coarse-grained and fine-grained soil, high hydraulic gradients, design/construction defects Screening Assessment of Failure Mode Does the resistance to erosion rely on the vegetation Would be the area susceptible to forest fires Are there pests/disease that could result in vegetation destruction What is the downstream slope Is the region remote Are there surrounding communities that could bring about destruction of vegetation (i.e., recreational cars) Failure Effects Boost in surface erosion, instability.