ISSMGE Bulletin – Volume 4 Issue 2 June 2010

ISSMGE Bulletin - Volume 4 Issue 2 June 2010


Inside This Issue

1 – Message to ISSMGE
from the President of IGS
12 – New Vice President for Asia
13 – ISSMGE Technical Committees – 2009 – 2013
15 – Dr. Vardé as the President of National
Academy of Engineering of Argentina
16 – Case History: Geotechnical damage caused
by the 2010 Maule, Chile earthquake
28 – Case History: Ground Improvement in
Port of Brisbane (PoB) Clay
55 – Case History: Geotechnical Design of Transition Structures for the Port Botany Expansion
63 – News
72 – Event Diary
77 – Editorial Remarks
78 – Corporate Associates
79 – Foundation Donors

Editorial Board

Jean-Louis Briaud
Ikuo Towhata
Neil Taylor
Pedro Sêco e Pinto
Pongsakorn Punrattanasin
Deepankar Choudhury
Imen Said
Andre Lima
Erdin Ibraim
Cholachat Rujikiatkamjorn
Susumu Nakajima

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Message to ISSMGE from the President of the Geosynthetics Engineering and the International Geosynthetics Society (IGS)

Jorge ZORNBERG
President
Fumio TATSUOKA
Immediate Past President
Prof. Jorge G. ZornbergThe University of
Texas at Austin
Austin, Texas
USAIGS President
Prof. Jorge G. Zornberg Prof. Fumio TatsuokaTokyo University
of Science
Noda City, Chiba
JAPANIGS Immediate
Past-President
Prof. Fumio Tatsuoka

Dear Colleagues in the ISSMGE,

It is a privilege for us, the current President and Immediate Past-President of the International Geosynthetics Society (IGS), to jointly share with you our thoughts about the many opportunities for collaboration between the ISSMGE and the IGS.

While man-made, geosynthetics belong to the family of “geomaterials.” They are defined as planar products manufactured from polymeric materials, which are used with soil, rock or other geotechnical engineering related material as an integral part of a man-made project, structure, or system. In fact, the advent of geosynthetics has augmented significantly the range of mechanical and hydraulic properties that engineers can now adopt in the design of geotechnical systems. The variety of geomaterials is huge, as illustrated in Figure 1, obtained from a State-of-the-Art Lecture presented in the 17ICSMGE in Alexandria. Note that the geomaterials shown in the last row of this figure illustrates geosynthetic materials. As in the case of soil and rock, the properties of geosynthetics should be properly characterized. It turns out that the characterization of geosynthetic materials has significant similarities with the characterization of soil and rock.

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