Author | Soesanto |
Call Number | AIT Thesis no. GT-83-10 |
Subject(s) | Kedung Ombo Dam Geological mapping
|
Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Abstract | Kedung Ombo dam will be built at location of 70.24' South
Latitude and 110 .83' East Long in The province of: Central Jawa ,
Indonesia. Bedrock underlying the damsite is comprised of
interbedded clay stone and sandstone.
Many of tightly overturned folds were observed . Faults has
effected the rocks formed as sheared and crushed zones. A major crushed and. sheared claystone passes across the dam foundations, also the presence of recent thrust faults in the middel of right
abutment were observed and should be regarded as an active
faults.
The dam will be a rock till type but suitable rock source of
rock till is lacking in the works area. The closest site of
quarry- ( 15 km. from damsite ) becomes a problem due to the
environmental constraints. |
Year | 1984 |
Type | Thesis |
School | School of Engineering and Technology |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Geotechnical and Transportation Engineering (GT) |
Chairperson(s) | Prinya Nutalaya |
Examination Committee(s) | Balasubramaniam, A.S. ;Surachat Sambhandharaksa
|
Scholarship Donor(s) | ASEAN |
Degree | Thesis (M.Sc.) - Asian Institute of Technology, 1984 |