Add to ORKGAn existing 30 feet high debris basin embankment has been found to be severely cracked longitudinally. Few investigations or analysis of longitudinal cracking are reported. This paper presents the results of a finite element analysis using in situ properties of the soils and gives recommendations for future use of the FEM for cracking studies at existing dams
Rockfill dams are embankment type of dams whose stability primarily depends onrock properties. The t...
Two case studies from engineering practice are presented to demonstrate how useful a sophisticated f...
The valve house of the Tons Hydel Project, Madhya Pradesh, India is located just adjacent to a steep...
Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reac...
Internal erosion and piping is the cause of about half of large embankment dam failures. Most intern...
Bronte, Texas has an earthen flood protection dam, known as the Kickapoo Dam, with extensive structu...
This article investigates transverse cracking in embankment dams resulting from cross-valley differe...
358 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984.The proposed mechanisms of hy...
Concentrated leak erosion is a form of internal erosion and piping which occurs in embankment dams, ...
In the Spring of 1983, a large landslide occurred near the town of Thistle, Utah which blocked major...
Naturally occurring soils exhibit swelling and shrinking behavior induced by moisture changes. For e...
This paper examined the deformations of the Jebba Main Dam, Jebba Nigeria using the finite element m...
This paper presents the design criteria, finite element modeling and actual behavior of a braced she...
Teton Dam failed during its first filling on 5 June 1976. The 405-ft high dam was designed and built...
Earthen dams are often built into bedrock abutments and on bedrock foundations. Bedrock joints natur...
Rockfill dams are embankment type of dams whose stability primarily depends onrock properties. The t...
Two case studies from engineering practice are presented to demonstrate how useful a sophisticated f...
The valve house of the Tons Hydel Project, Madhya Pradesh, India is located just adjacent to a steep...
Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reac...
Internal erosion and piping is the cause of about half of large embankment dam failures. Most intern...
Bronte, Texas has an earthen flood protection dam, known as the Kickapoo Dam, with extensive structu...
This article investigates transverse cracking in embankment dams resulting from cross-valley differe...
358 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984.The proposed mechanisms of hy...
Concentrated leak erosion is a form of internal erosion and piping which occurs in embankment dams, ...
In the Spring of 1983, a large landslide occurred near the town of Thistle, Utah which blocked major...
Naturally occurring soils exhibit swelling and shrinking behavior induced by moisture changes. For e...
This paper examined the deformations of the Jebba Main Dam, Jebba Nigeria using the finite element m...
This paper presents the design criteria, finite element modeling and actual behavior of a braced she...
Teton Dam failed during its first filling on 5 June 1976. The 405-ft high dam was designed and built...
Earthen dams are often built into bedrock abutments and on bedrock foundations. Bedrock joints natur...
Rockfill dams are embankment type of dams whose stability primarily depends onrock properties. The t...
Two case studies from engineering practice are presented to demonstrate how useful a sophisticated f...
The valve house of the Tons Hydel Project, Madhya Pradesh, India is located just adjacent to a steep...