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DEEP EXCAVATION & DEEP EXCAVATION & DEEP EXCAVATION & DEEP EXCAVATION & EARTH EARTH EARTH EARTH RETAINING RETAINING RETAINING RETAINING
STABILISTABILISTABILISTABILIZZZZING STRUCTURESING STRUCTURESING STRUCTURESING STRUCTURES
PREPARED BY : THANUJAN. T
CONTENTSCONTENTSCONTENTSCONTENTS
� Earth Pressure Theories………………………………………..……... 1-16 1. Earth Pressure Theory………………………………………………........…... 1-2
2. Rankine Method………………………………………………………...……. 3-7
� Active condition for c-f soil
� Active condition for Su material
� Rankine earth pressures for non-vertical wall & slopping backfill
3. Coulomb Method……………………………………………………………… 8-9
4. Water Pressures due to seepage behind the wall……………………………. 10-11
5. Short term Vs Long term response – Stress path…………………………... 12-16
� Retaining Structures…………………………………………………… 17-29
1. Rigid Retaing Structures……………………………………………………... 18-21
� Sliding or Translational failure
� Rotational failure
� Bearing capacity failure
� Deep seated failure
� Seepage induced instability
2. Design Examples based on BS and Eurocode……………………………….. 22-30
� Gravity retaining wall
� Cantilever retaining wall
3. Flexible Retaining structures…………………………………………………. 31-37
� Cantilever sheet pile wall
� Single propped or Anchored walls
� Finite Element Modelling of Excavations…………………………….. 38-46
1. Modelling of Drained Excavation using Plaxis………………………………. 38-39
2. Modelling of Undrained Excavation using Plaxis……………………………. 39-46
� Undrained A
� Undrained B
� Undrained C
� Description of stress path for undrained A, B & C
� Stability Issues in Excavation Support System………………………. 47-46
1. Basal Heave Failure……………………………..………………………………. 47-53
� Rankine theory (Lower bound)
� Coulomb theory (Upper bound)
� Base stability of circular shaft in soft CLAY
� Summary of Basal heave equations
2. Hydraulic Failure (Piping)……………………..………………………………… 53
3. Slurry Wall Design………………………………………………………………... 53
4. Hydraulic Uplift…………………………………………………………………… 54