

Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
- Our profession, with respect to the above mentioned point,
can help to protect our cultural heritage, especially historical
buildings, mainly with respect to the foundation ageing or
bedrock deterioration.
- Geotechnical Engineering is falling under the limited group
of professions which to the high extent are able to react not only
on classical construction problems but also on new society
demands, namely with respect to:
- Protection against natural hazards – floods, landslides,
earthquakes….
- Energy savings – especially with respect to
Geothermal energy, e.g. energy piles or diaphragm walls;
- Raw materials savings – with high potential for waste
and recycled material utilization, e.g. ash, slag,
construction and demolition waste etc.
- Protection of greenfields – as GE is playing significant
role in the field of “Construction on brownfields”;
- Environmental protection in general – especially when
solving the problem of waste deposition or problems
associated with old ecological burdens.
On the other hand our profession is connected with
relatively high risk, which is much higher than for other
structures as we can test only an extremely low part of the
ground or constructed geotechnical structure (earth
structures), let us say one millionth, even when the
expected non homogeneity is very high.
Very often the
quality checking of a geotechnical structure is going
indirectly with limited possibility to control properties
which are having dominant role on the structure safety.
However this risk is not only connected with definition of
geological model, geotechnical model and with numerical
model, but also with the selection of the most appropriate
method of construction technology which is able to react
on unexpected changes of ground conditions. Main
problem here is that society demands only solutions which
are able to
guarantee 100 % safety. This condition can not
be fulfilled -
as in principle we are counting with
acceptable risk – we are accepting some probability of
failures – as it is basic approach of construction design
(limit state approach). Brief conclusion to this point - risk
acceptance and sharing will have a positive impact on the
prestige of the geotechnical engineering profession.
The general discussion to these points started already
and some positive examples can be mentioned, as:
-
ISSMGE Bulletin publishes many interesting
examples of practical problems, similarly as the
International Journal of Geoengineering Case
Histories (IJGCH);
-
TV Discovery Science Channel under the
headline "Building the Biggest" is presenting many
specific projects where our profession is playing very
important role, e.g. Busan-Geoje Project, Oresund
Bridge and tunnel, tunnel under Amsterdam railway
station, tunnel in Singapore under existing metro
station, foundation of bridge over narrow sea in
Greece with very strong seismic attack etc.
- „Geotechnical – geological way” areal was opened in
Vienna, describing e.g. activities of Prof. K. Terzaghi
or Dr. O.K. Frohlich and affiliated the name of the
specific way to them.
-
The Geo-Impuls program started in the Netherlands,
in which some 30 large clients, contractors,
engineering consultants, universities and institutes do
participate. The target of the Geo-Impuls program is
halving geotechnical failures by 2015 – with expected
savings around 500 Mil. EUR. But there are another
positive examples (e.g. from Sweden) of good
cooperation of 3 main partners (client- owner-investor
+ designer + contractor) who are sharing the risk with
the main aim to decrease potential risk and to
decrease bidding price.
However to be more successful at these 2 points we have to
combine our forces. Namely on
a)
Information level - two positive examples were
mentioned already (ISSMGE Bulletin and IJGCH
journal). With respect to the questionnaire to the
European societies – most of them positively
evaluated ISSMGE webinars, but up to now they are
reserved with respect to the other ISSMGE changes as
are new web pages and GeoWord network as these
activities are still at the opening phase. Nevertheless
also the intention of this report should be to help to
improve the information level.
b)
Professional level – namely on the level of the sister
learned societies as IAEG and ISRM or on the level of
the sister practical societies as ITA/ITES –
International Tunnelling Association, IGS –
International Geosynthetic Society, EFFC – European
Federation of Foundation Contractors – in Europe).
This cooperation is very good at the national level.
German Geotechnical Society can be mentioned as
positive example, which has sub-committees working
in close contact with these sister societies. Therefore
some international activities are arranged together
with these sister societies. Again few examples:
ITA/AITES Congress in Finland, Helsinki, 2011 or
EuroGeo – geosynthetics, in Spain, Valencia, 2012.
However the cooperation at the international level still
needs some improvement.
c) Academic and research level - with the main aim to
achieve higher recognition of geo-engineered subjects
at the university level or to achieve higher recognition
of our research activities. All our achievements which
are published in different journals, proceedings, books
should be evaluated and registered on some official
lists (e.g. on the list of Thomson Reuters) or we can
create the new one much more close to our profession.
d) National level – not only on the level of our profession
but also on the level of National Civil Engineering
Institutes,
different
government
department,
information media and policy makers. Activities on
our professional level will be described further as are
most important part of our activities.
For Europe a specific problem is connected with common
European codes. Eurocode 7 – “Geotechnical design” is playing
there most important role and is subject of many discussions.
ERTC (European Regional Technical Committee) No.10 –
Evaluation of Eurocode 7 – UK + Ireland – Andrew Bond,
Trevor Orr – did in this field many positive steps. Very
interesting was workshop in Athens during European
conference, where also problem of numerical methods applied
for the geotechnical design according to EC 7 was discussed.
Nevertheless it is recommended for each national society to
have some representative on the level of CEN/TC 250/SC7.
Many national representatives are also working at many
different “Evolution groups” of SC 7 the aim of which is to find
some common approach to the new version of EC 7 which is
expected to be prepared roughly in 2019.
Geotechnical education is discussed under the umbrella of
ERTC 16 – Education and Training – Romania (Greece) –
Iacint Manoliu (Marina Pantazidou). The main aim is to define
basic demands for different levels of study according to the
Bologna agreement. Just to help to increase student (and later
on engineer) mobility, to be sure that students from each
country will know basic principles on which other activity can
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