Kaustav Chatterjee
Biographic Data
| ID | 9720775 |
|---|---|
| NAME | Kaustav Chatterjee |
| GIVEN NAMES | Kaustav |
| FAMILY NAME | Chatterjee |
| SIGNATURE | CHATTERJEE K |
| AFFILIATIONS | Indian Institute of Technology Roorkee |
| ORCID | 0000-0001-8029-1175 |
| VERIFIED | Yes |
| TOTAL WORKS | 2 |
| TOTAL CITATIONS | 0 |
| WORKS AS AUTHOR | 2 |
| WORKS AS EDITOR | 0 |
| FIRST PUBLICATION YEAR | 2022 |
| LATEST PUBLICATION YEAR | 2023 |
| H-INDEX | 0 |
Influence of Seismic Motions on the Behavior of Cantilever Sheet Pile Wall Subjected to Infinite Uniform Surcharge Loading
The behavior of cantilever sheet pile wall in an earthquake susceptible area was regulated by soil liquefaction, induced pore water pressure, and soil and wall properties. A dynamic analysis of cantilever sheet pile wall having infinite surcharge load was executed by using finite difference–based computer program subjected to the 1994 Northridge, 1989 Loma Gilroy, and 2001 Bhuj motions. The different liquefiable and nonliquefiable soil layers are…
Seismic Stability Analysis of Caissons under Earthquake Forces Considering 3D Log-Spiral Failure Surface
Bridge failure is mostly caused by geotechnical failure. Because caissons are the automatic choice for foundation systems for marine structures, such as bridges and wind turbines, this study addresses the determination of seismic passive earth pressure coefficients for caissons. In the present study, a realistic three-dimensional (3D) failure wedge was assumed to be formed behind caissons of different widths on the basis of the past results of ex…
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Seismic Stability Analysis of Caissons under Earthquake Forces Considering 3D Log-Spiral Failure Surface
Bridge failure is mostly caused by geotechnical failure. Because caissons are the automatic choice for foundation systems for marine structures, such as bridges and wind turbines, this study addresses the determination of seismic passive earth pressure coefficients for caissons. In the present study, a realistic three-dimensional (3D) failure wedge was assumed to be formed behind caissons of different widths on the basis of the past results of ex…
Influence of Seismic Motions on the Behavior of Cantilever Sheet Pile Wall Subjected to Infinite Uniform Surcharge Loading
The behavior of cantilever sheet pile wall in an earthquake susceptible area was regulated by soil liquefaction, induced pore water pressure, and soil and wall properties. A dynamic analysis of cantilever sheet pile wall having infinite surcharge load was executed by using finite difference–based computer program subjected to the 1994 Northridge, 1989 Loma Gilroy, and 2001 Bhuj motions. The different liquefiable and nonliquefiable soil layers are…
Earthquake shaking table (2 works) · Engineering (2 works) · Geology (2 works) · Geotechnical engineering (2 works) · Geotechnical Engineering and Soil Stabilization (2 works) · Geotechnical Engineering and Underground Structures (2 works) · Structural engineering (2 works) · Acceleration (1 work) · Bedrock (1 work) · Bending moment (1 work)