EVALUATION OF THE PARAMETERS OF SIMPLE ELASTOPLASTIC CONSTITUTIVE MODELS FOR DHAKA CLAY
At the very outset the author expresses his deepest gratitude and profound indebtedness to his supervisor, Dr. Hossain Md. Shahin, Professor, Department of Civil and Environmental Engineering, Islamic University of Technology, Gazipur for his continuous guidance, valuable suggestions and encourageme...
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| Tác giả chính: | |
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| Định dạng: | Luận văn |
| Ngôn ngữ: | Tiếng Anh |
| Được phát hành: |
DEPARTMENT OF CIVIL ENGINEERING
2019
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| Truy cập trực tuyến: | http://hdl.handle.net/123456789/397 |
| Các nhãn: |
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| Tóm tắt: | At the very outset the author expresses his deepest gratitude and profound indebtedness to his supervisor, Dr. Hossain Md. Shahin, Professor, Department of Civil and Environmental Engineering, Islamic University of Technology, Gazipur for his continuous guidance, valuable suggestions and encouragement throughout the research work. His sincere help and valuable advice at every stage made this research work possible.
The author is thankful to Brig Gen (LPR) Shah Md Muniruzzaman, PhD for his continuous support and encouragement. The support provided by Col Md Masudur Rahman, Head of the Civil Engineering Department is also duly acknowledged.
The author is grateful to Dr. Md. Zoynul Abedin, Professor, Department of Civil Engineering, Military Institute of Science and Technology for his guidance and support. Also, profound thanks goes to Dr. Mohammad Shariful Islam, Professor, Department of Civil Engineering, Bangladesh University of Engineering and Technology for his cooperation and support. Sincere gratitude goes to Capt Sampa Akter for his continues administrative supports.
All the laboratory tests of the study were conducted in Terzaghi Laboratory (Geotech Lab), MIST. I am indebted to all the members of the laboratory. The help provided by Mr. Ruman Akond, Lab Assistant, Geotechnical Engineering Laboratory, MIST during sample collection and laboratory testing is duly acknowledged. |
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