Geotechnical & Foundation Engineering by Dr Verma

Геотехнический 32: Конечный уклон — коэффициент безопасности для грунта c-φ

Геотехника 31: Конечный уклон – определение критической окружности скольжения

Геотехнический аспект 30: Конечный уклон — определение центра вращения при обрушении основания.

Геотехника 29: Устойчивость конечного откоса

Геотехнический 28: Проверка устойчивости для конечного уклона.

Geotechnical 27: Critical height and Stability number of an Infinite Slope

Geotechnical 26 : Stability of a Finite Slope by Slip Circle Method

Geotechnical 25: Slope Stability Analysis by Slip Circle Method

Geotechnical 24 : Stability Analysis of an Infinite Slope of C- phi soil

Geotechnical 23 : Stability Analysis of an Infinite Slope ( c - phi soil )

Geotechnical 22: Stability of an Infinite Slope made of c- phi soil.

Geotechnical 21: Stability Analysis of an Infinite Slope

GS 12: Analysis and Design of Reinforced Earth Wall [example]

GS 11: Example- Analysis and Design of Reinforced Earth Wall

GS 10: Mechanism of Load Transfer in Reinforced Earth Wall

GS 9 : Analysis and Design of Reinforced Earth Wall ( contd )

GS 8: Analysis and Design of Reinforced Earth wall

GS 7: Determination of Soil Reinforcement Interface Friction

GS 6: Soil-Reinforcement Interface Friction

GS 5: Designing for Triple improvement in Bearing capacity of Sandy soil bed using Geosynthetics

GS4: Bearing Capacity of Geosynthetic Reinforced Foundation ( continued )

GS 3: Bearing Capacity of Geosynthetic Reinforced Foundation ( RSF )

GS2:Geosynthetic Application for Improving Load Carrying Capacity of a Footing

GS1:Geosynthetic Application for Ground Stabilization

SP 14 : Anchored Bulkhead ( Fixed Earth Support Method )

SP 13: Cantilever Sheet Pile ( Example )

SP 12 : Cantilever Sheet Pile analysis using Simplified Approach

SP 11 : Anchored Bulkhead Penetrating Cohesive Bed

SP 10 : Anchored Bulkhead ( water level effect )

SP 9 : Anchored Bulkhead ( Example )