Staged Construction and Settlement of a Dam Founded on Soft Clay

Author:

Ozcoban Sukru12345,Berilgen Mehmet M.12345,Kilic Havvanur12345,Edil Tuncer B.12345,Kutay Ozaydin I.12345

Affiliation:

1. Lecturer, Faculty of Civil Engineering, Yildiz Technical Univ., 34349 Yildiz, Istanbul, Turkey. E-mail: ozcoban@yildiz.edu.tr

2. Assistant Professor, Faculty of Civil Engineering, Yildiz Technical Univ., 34349 Yildiz, Istanbul, Turkey. E-mail: berilgen@yildiz.edu.tr

3. Assistant Professor, Faculty of Civil Engineering, Yildiz Technical Univ., 34349 Yildiz, Istanbul, Turkey. E-mail: kilic@yildiz.edu.tr

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Engineering Dr., Madison, WI 53706. E-mail: edil@engr.wisc.edu

5. Professor, Faculty of Civil Engineering, Yildiz Technical Univ., 34349 Yildiz, Istanbul, Turkey. E-mail: ozaydin@yildiz.edu.tr

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference26 articles.

1. Observational Procedure of Settlement Prediction

2. Earth Pressures at Rest Related to Stress History

3. Correspondence

4. Burland J. B. Broms B. B. and de Mello V. F. B. (1977). “Behaviour of foundations and structures.” Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Tokyo 495–546.

5. Back-calculation of consolidation parameters from field measurements at a reclamation site

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