This research describes the seepage characteristics of experimental model test of dam with cutoff located at different region (at dam heel, at mid floor of dam, and at dam toe). It is resting on sandy soil with cavity at different locations in X and Y directions (such as in Al-Najaf soil city). Thirty three model tests are performed in laboratory by using steel box to estimate the quantity of the seepage and flow lines direction. It was concluded that the best location of the cutoff wall is at the dam toe for model test with cavity ( Xc B = 0 and 0.5), but for model test with cavity ( Xc B ≥1), the best location of the sheet pile wall becomes at the dam heel. For negative location of the cavity, the best location of the sheet pile wall is a...
Abstract In this research the experimental method by using Hydraulic modeling used to determination ...
Currently, the problems related to the development of seepage are emerging more and more frequently....
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
This research describes the seepage characteristics of experimental model test of dam with cutoff lo...
When the sheet pile is used as the reservoir wall or retains the action of saturated fills and cuts ...
The research presents an experimental study of the interaction between cavity and adjacent hydrauli...
Seepage is one of the main causes of failure of earthen dam. To encounter the seepage through the fo...
Seepage is one of the most substantial factors in the embankment dams design. The Cutoff wall method...
Department of Civil Engineering, Haldia Institute of Technology, West Bengal, India An analytical m...
Laboratory model is used in this study to investigate the behavior of centrally loaded square footin...
Earth-fill dams are the most common types of dam and the most economical choice. However, they are m...
Seepage under dams can result in high uplift pressure experienced usually under the downstream of th...
Sheet piles are commonly used for retaining walls or other geotechnical structures to prevent the mo...
As society begins to demand greater and more efficient use of underground space, deep excavations ar...
The foundation of Ying-liang-bao gate dam consists of 5 layers of sand or gravel soils alternatively...
Abstract In this research the experimental method by using Hydraulic modeling used to determination ...
Currently, the problems related to the development of seepage are emerging more and more frequently....
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
This research describes the seepage characteristics of experimental model test of dam with cutoff lo...
When the sheet pile is used as the reservoir wall or retains the action of saturated fills and cuts ...
The research presents an experimental study of the interaction between cavity and adjacent hydrauli...
Seepage is one of the main causes of failure of earthen dam. To encounter the seepage through the fo...
Seepage is one of the most substantial factors in the embankment dams design. The Cutoff wall method...
Department of Civil Engineering, Haldia Institute of Technology, West Bengal, India An analytical m...
Laboratory model is used in this study to investigate the behavior of centrally loaded square footin...
Earth-fill dams are the most common types of dam and the most economical choice. However, they are m...
Seepage under dams can result in high uplift pressure experienced usually under the downstream of th...
Sheet piles are commonly used for retaining walls or other geotechnical structures to prevent the mo...
As society begins to demand greater and more efficient use of underground space, deep excavations ar...
The foundation of Ying-liang-bao gate dam consists of 5 layers of sand or gravel soils alternatively...
Abstract In this research the experimental method by using Hydraulic modeling used to determination ...
Currently, the problems related to the development of seepage are emerging more and more frequently....
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...