• Sonuç bulunamadı

Turkish National Committee of Soil Mechanics andFoundation Engineering

N/A
N/A
Protected

Academic year: 2021

Share "Turkish National Committee of Soil Mechanics andFoundation Engineering"

Copied!
5
0
0

Yükleniyor.... (view fulltext now)

Tam metin

(1)

INTERNATIONAL CONFERENCE ON

ısss

NEW DEVELOPMENTS iN

SOIL MECHANICS AND GEOTECHNICAL ENGINEERING

Organised by the

Turkish National Committee of Soil Mechanics and Foundation Engineering

and

Near East University

Editors

C. Atalar, B. M. Das, A. Sağlamer, E. Toğrol

Volume 2

Near East University

Lefkoşa, North Cyprus, May 29-31, 2003

(2)

Proceedings of the

International Conference on

New Developments in Soil Mechanics and Geotechnical Engineering

29 - 31May2003

Near East University Atatürk Cultural

& Congress Centre Lefkoşa, N orth Cyprus

Organised by the

Turkish N ational Committee of Sot! Mechanics and Foundation Engineering

and

Near East University

Volume 2 Editors

C. Atalar, B.M. Das, A. Sağlamer, E. Toğrol

Near East University Press

(3)

Suat İ. GÜNSEL Honorary Chair

Founding President, Near East University

Ümit HASSAN Chair

President, Near East University

Organising Conıınittee

Co-Chairs Ergün TOÔROL

President, TNCSMFE

Cavit ATALAR Near East University Şenol BEKTAŞ, Vice President NEU

Altay BİRAND, TNCSMFE Feyza ÇİNİCİOÔLU, Member TNCSMFE

Braja M. DAS, Dean, CSUS, USA Turan DURGUNOÔLU, Member TNCSMFE

Ufuk ERGUN, TNCSMFE Erol GÜLER, TNCSMFE

Kutay ÖZAYDIN, TNCSMFE Fahreddin M.

SADIKOÔLU, Vice President NEU Ahmet SAGLAMER, Secretary, TNCSMFE Doğan

SAHİR, NEU

International Advisory Board Atilla ANSAL (Turkey) Zhusupbekov ASKAR (Kazakhstan) Mustafa AYTEKİN (Turkey) Frans BARENDS (The Netherlands) Tuncer

EDİL (USA) Moustafa K. EL-GHAMRA WY (Egypt) Michel GAMBIN (France)

Robert D. HOLTZ (USA) Rolf KATZENBACH (Germany) Suzanne LACASSE (Norway) Akıp

ÖNALP (Turkey)

Kemal ÖZÜDOÔRU (Turkey) Pedro Seco e PINTO (Portugal) lvan V

ANICEK (Czech Republic) William F. VAN IMPE (Belgium) Yıldız

WASTI (Turkey) Thomas ZIMMIE (USA)

Technical Conıınittee Onur Taha CANANER Süne! GAZİ Mohammed Ahmed MUSTAFA

Ahmet SAV AŞAN Recep TEKDEMİR

Osman TEKİN

(4)

KEYNOTES

TABLE OF CONTENTS

(5)

1.

An overview on the estimation of bearing capacity of shallow foundations on

geogrid-reinforced sand (keynote) ...01 B.M. Das

Design methods of pile foundations (keynote) ...23 P.S. Seco E Pinto

Importance of stress-strain behaviour in planning soil investigation (keynote) ...41 E. Toğrol

New developments in geotechnical engineering based on large scale field tests in connection

with optimised ground improvement techniques (keynote) ...49 R. Kaızenbach, A. Fehsenfeld, M. Ittershagen

2. FOUNDA TIONS AND SLOPE STABILITY

Bearing capacity consideration for embankments on sands ...61 S.F. Cinicioglu, E. Uzman, C. Oser

The problems of estimation of bearing capacity of driven piles ...69 A.Zh. Zhusupbekov, A.S. Zhakulin, A.A. Zhakulin, A. U. Mamin, S. Intepe

Analysis of foundations on coarse-grained soils ...77 E. Çeçen, O. Sivrikaya

3. SOIL CHARACTERISATION

Instrinsic properties of recent clays on the south-east of Tehran plain in

site investigation interpretation ...85 Esmail Aftaki

Application of soil-water characteristic models to soils of North Cyprus ...93 Ş. Öncü, H Bilse!

Application of soil suction measurement techniques to soils of North Cyprus ...99 E. Çelik, H. Bilsel

4. EARTHQUAKE GEOTECHNICAL ENGINEERING

The effects of subsoil on the dynamic response of rectangular tanks ...105 Adem Doğangün, Ramazan Livaoğlu

The effect of foundation flexibility ofa shear wall-frame system in dynamic analysis ...111 K.B. Bozdoğan, E. Kaya, A. Sezer, G. İnan, P. Aklık

(

5. NEW METHODS iN GEOTECHNICAL ENGINEERING Recent integrated knowledge based systems developed for geotechnical engineering

purpose . . . . . . 1 19

J. C. Martin, B. Hatipoğlu, M İncecik, D. G. Tol!

The effects of earthquake input mechanisms on the stochastic dynamic response

of gravity dams ...127 A. Bayraktar, E. Hançer

6. PRESENTATIONS ONLY

Failure of old small earth dams during floods by domino effect ...133 /. Vanicek

Mitigation of liquefaction by means of high modulus columns ...135 H T. Durgunoğlu

Geotechnical investigations of the landslide at Taşova urban area (Amasya, Turkey) ...137 R.P. Bilgehan, K. Ulamis, Ayhan Koçbay, R. Kilic

Swelling potential of expansive soils in north Cyprus ...139 C. Atalar

Soil-water characteristic curves of the unsaturated swelling clays of Cyprus ...141 H. Bilse/

Foundation problems of constructions on expansive soils and rocks in north Nicosia ...143 A. Acar, C. Atalar, M. Necdet, H Kaşer

Referanslar

Benzer Belgeler

1.1 Overview Of Transmission Line Modeling 1.2 Distributed Transmission Line Parameter 1.3 Lumped Transmission Line Parameters.. 1.4 Lumped Parameter Transmission

ASP is a feature of the Microsoft Internet Information Server (IIS), but, since the server-side script is just building a regular HTML page, it can be delivered to ahnost

The Boolean data type is used to declare a variable whose value would be set as true (1) or false (O). To declare such a value, you use the Boolean

Corrosion of electrodes due to oxidation and direct chemical attack is sometimes a problem to be considered. Bare copper acquires a protective oxide film under normal

ıtains the Proceedings of the Papers submitted by 11 May 2003 of the Conference on New Developments in Soil Mechanics and Foundation which has been organised by the Turkish

The Oracle implementation is packaged into two different distributions: The Java Runtime Environment (JRE) which contains the parts of the Java SE platform required to run

a) Plates. These are generally made from copper, zinc, steel, or cast iron, and may be solid or the lattice type. Because of their mass, they tend to be costly. With the steel

Calculus also provides important tools in understanding functions and has led to the development of new areas of mathematics including real and complex analysis,