Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)

Z. Gunduz; S. Firat; H. Arman

Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)

Z. Gunduz, S. Firat, H. Arman

Department of Geoscience

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Original language	English
Title of host publication	Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)
Publication status	Published - Oct 21 2002
Event	Zemin Mekanigi ve Temel Muhendisligi Dokuzuncu Ulusal Kongresi (9th National Congress on Soil Mechanics and Foundation Engineering) - Eskisehir, Turkey Duration: Oct 21 2002 → …

Conference

Conference	Zemin Mekanigi ve Temel Muhendisligi Dokuzuncu Ulusal Kongresi (9th National Congress on Soil Mechanics and Foundation Engineering)
Period	10/21/02 → …

Cite this

Gunduz, Z., Firat, S., & Arman, H. (2002). Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). In Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)

Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). / Gunduz, Z.; Firat, S.; Arman, H.
Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). 2002.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Gunduz, Z, Firat, S & Arman, H 2002, Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). in Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). Zemin Mekanigi ve Temel Muhendisligi Dokuzuncu Ulusal Kongresi (9th National Congress on Soil Mechanics and Foundation Engineering), 10/21/02.

Gunduz Z, Firat S, Arman H. Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). In Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). 2002

Gunduz, Z. ; Firat, S. ; Arman, H. / Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish). 2002.

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title = "Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)",

author = "Z. Gunduz and S. Firat and H. Arman",

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AU - Arman, H.

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M3 - Conference contribution

BT - Izotropik Gerilme Altında Konsolide Edilen Killerin Sikisma ve Yeniden Yuklenme Indisleri(Reloading and Compressibility Indices of Clay Consolidated Under Isotropic Stress)(in Turkish)

T2 - Zemin Mekanigi ve Temel Muhendisligi Dokuzuncu Ulusal Kongresi (9th National Congress on Soil Mechanics and Foundation Engineering)

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