TAILIEUCHUNG - Summary of Ph.D thesis: A study on the embankment caculation method reinforced by geotextile in the construction of highway in Vet Nam

Reasons for thesis A study on the embankment caculation method reinforced by geotextile in the construction of highway in Vet Nam: to complete calculation methodology for problem embankment using geotextiles in the construction of highways. | - 1 - MINISTRY OF EDUCATION AND TRAINING UNIVERSITY OF TRANSPORT AND COMMUNICATION Hao Huynh Ngoc A STUDY ON THE EMBANKMENT CACULATION METHOD REINFORCED BY GEOTEXTILE IN THE CONSTRUCTION OF HIGHWAY IN VIETNAM Major Construction of hightway and street Code SUMMARY OF THESIS Hanoi June 2014 - 11 - This thesis was completed at the university of transport and communication Supervisors Prof. PhD Phung Vu Dinh PhD Sy Vu Duc Examiner 1 Prof Quang Nguyen Van Hanoi Architectural University Examiner 2 Prof PhD Chuong Do Ba National University of Civil Engineering Examiner 3 Can Nguyen Van Hanoi University of Mining and Geology This thesis is defended at the university of transport and communication on . h . 2014. Thesis can be found at 1. National Library 2. Library of the university of transport and communication - iii - Publications 1. Hao Huynh Ngoc MS Phung Vu Dinh 2009 Several designing measures using geotextiles in order to stabilize weak soil in the constructing of road and dam dike . Bridge and Road Magazine No. Nov-2009 Page 8-11. 2. Quang Tran Dinh PhD Hao Huynh Ngoc MS 2011 Study of the improvement for fabrication and construction of prestressed I beam l 42m with continous thermo slad based on the construction of Hoa xuan brigde- Danang city The Transport and communications magazine No. Aug-2011 ISSN 0866-7012 Page 26-29. 3. Hao Huynh Ngoc MS Phung Vu Dinh 2013 Probability of instability of backfill construction from design perspective Bridge and Road Magazine No. Aug-2013 ISSN 1859-459X Page 19-22. 4. Hao Huynh Ngoc MS Phung Vu Dinh 2013 The stability caculation model of embankment highways dikes dams reinforced by geotextile thanks to the finite element method and mention pull behaviors of geotextile and relationship between stresses and strains of the contact elements between embankment and geotextile Bridge and Road Magazine No. Nov-2013 ISSN 1859-459X Page 8-11. 5. Hao Huynh Ngoc MS Vu Duc Sy .

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