3045 |
Engineering Geological Mapping, an application to Outapi, north-central Namibia. |
Ms. Giesberta Shaanika |
T15.13 - Young Engineering Geologists Session |
3045.pdf |
2531 |
Karst Collapse Occurrences and Investigation in China |
Prof. Mingtang Lei |
T15.14 - Karst problems - identification and remediation |
2531.pdf |
2709 |
Appropriate investigation of dolomitic areas |
Mr. Tony A'Bear |
T15.14 - Karst problems - identification and remediation |
2709.pdf |
2060 |
Weathering rate of ancient limestone inscription in Beixiangtang Temple Grottoes,China |
Assoc.Prof. Lihui Li |
T15.14 - Karst problems - identification and remediation |
2060.pdf |
2708 |
Structural geological models: An essential information for civil engineering works. - Tapovan HEPP, Himalaya, India |
Mrs. Waltraud Genser |
T15.15 - Engineering Geology for large structures |
2708.pdf |
2558 |
Study on the parameters selection of Peck formula for the twin-track tunnel in the sandy-pebble stratum |
Professor Xiyong Wu |
T15.15 - Engineering Geology for large structures |
2558.pdf |
1798 |
Effects of pore structure on the reservoir gas capacity of Carboniferous shale from Qaidam Basin, China |
Professor Qingchun Yu |
T15.16 - Geological Engineering and Energy Facets / Marine geotechnics |
1798.pdf |
2240 |
Geological investigations for the future expansion of the SADC Gateway Port of Walvis Bay, Namibia, influence of terrestrial and marine sedimentology on Port development. |
Dr. Robert Leyland |
T15.16 - Geological Engineering and Energy Facets / Marine geotechnics |
2240.pdf |
4034 |
Effects of waves and currents on sediment erosion: A case study in China by in-situ observation |
Mr. Chaoqi Zhu |
T15.16 - Geological Engineering and Energy Facets / Marine geotechnics |
4034.pdf |
2781 |
Geomorphology and rock slope instabilities in the archaeological site of Petra (Jordan) |
Dr. Claudio Margottini |
T15.17 - Slope stability - analysis, investigation and remediation / Engineering Geology and Geomechanics |
2781.pdf |
3363 |
Martinamor granite, revisited |
Dr. Lola Pereira |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
3363.pdf |
3364 |
Heritage stones as part of the Global Geoheritage |
Dr Björn Schouenborg |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
|
356 |
Heritage Stone in South Australia |
Prof. Barry J. Cooper |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
356.pdf |
1418 |
Botticino marble (Italy): a nomination for “Global Heritage Stone Resource” |
Dr. Piero Primavori |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
1418.pdf |
1964 |
Lower Cretaceous building sandstones in NW-Germany and their worldwide use |
Dr. Angela Ehling |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
1964.pdf |
4842 |
The significance of Macael region (SE of Spain) in the use of the natural stone in Spain |
Dra. Dolores Pereira |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
4842.pdf |
4264 |
Estremoz Marble: A nomination for ‘Global Heritage Stone Resource’ from Portugal |
Prof. Luís Lopes |
T15.2 - Dimension stone and building materials (sponsored by IAEG C-10, HSTG and IGCP 637) |
4264.pdf |
909 |
An Investigation of the Geotechnical Conditions and Stability of the Town Bush Valley, Pietermaritzburg, South Africa. |
Mr Keval Singh |
T15.3 - Slope stability - Characterisation and risk management |
909.pdf |
5180 |
Assessing multi-sensor technologies and methods in monitoring landslide movement in Canada |
Dr. Peter Bobrowsky |
T15.3 - Slope stability - Characterisation and risk management |
5180.pdf |
917 |
Kinematic behaviour of a large landslide in the three gorges reservoir – Constraints from field monitoring |
Prof. Bao-Ping Wen |
T15.3 - Slope stability - Characterisation and risk management |
917.pdf |
2276 |
Rock Mass Characterization for Stability Analysis of Cut Slopes in the Ophiolites of Hajar Mountains of UAE & Sultanate of Oman. |
Mr. MOHAMMED J AHMED |
T15.3 - Slope stability - Characterisation and risk management |
2276.pdf |
4983 |
Landslide hazard assessment through forcing activization of a landslide and conducting of monitoring |
Ph.D. Andrey Kazeev |
T15.4 - Slope stability - Design and mitigation measures |
4983.pdf |
233 |
Geo-engineered slope failure at the power house pit of a power project in the Himalayas, Himachal Pradesh, India – causes and remedies |
Mr. Ashok Kumar |
T15.4 - Slope stability - Design and mitigation measures |
233.pdf |
5612 |
PREVAILING GEOTECHNICAL HAZARDS AT LETŠENG DIAMOND MINE AND THEIR MITIGATION |
Ms. Nthabiseng Lephatsoe |
T15.5 - Slope stability - Open pit mining |
5612.pdf |
1676 |
Formation Mechanism and Stability of a Gentle Dip Bedding Rock Slope: A case Study at Shimen Silica Mine, Liaoyang, China |
Dr. Jiewei Zhan |
T15.5 - Slope stability - Open pit mining |
1676.pdf |
4587 |
Slope optimization of an operating open pit mine |
Ms. Clarice Romer |
T15.5 - Slope stability - Open pit mining |
4587.pdf |
803 |
Rock mass characterisation of the country rock on the eastern slope of Main Pit at Letšeng Diamond mine, Lesotho |
Mr. Nkopane LEFU |
T15.5 - Slope stability - Open pit mining |
803.pdf |
1399 |
3D implicit modelling and geometrical analysis of structural fabrics: Implications for future pit design and optimization |
Dr. Ian Basson |
T15.5 - Slope stability - Open pit mining |
1399.pdf |
1982 |
Distribution regularities of co-seismic landslide triggered by Ludian earthquake |
Mrs. Yu ZOU |
T15.6 - Slope stability - Analysis and investigation |
1982.pdf |
1054 |
Seismicity, neo-tectonics and landslide initiation in the Trans-Himalayas of North East India - Studies from Tezu- Hayuliang- Chaglogam corridor of Arunachal Pradesh.
Arunachal Pradesh |
Mr. Theophilus P. k. |
T15.6 - Slope stability - Analysis and investigation |
1054.pdf |
5566 |
Numerical modelling of toe buckling deformation in Haast Schist, Central |
Romy Ridl |
T15.6 - Slope stability - Analysis and investigation |
5566.pdf |
2072 |
Ground Penetrating Radar Studies and Influence of Anthropogenic Factors on Some Landslides of Northeast India |
Dr. Ibotombi Soibam |
T15.6 - Slope stability - Analysis and investigation |
2072.pdf |
5029 |
Crushed aggregate potential in Newcastle, KZN Province, South Africa |
Dr. Souleymane Diop |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
5029.pdf |
5099 |
Local raw material building: history and challenges in Uruguay |
Dr. Marcos Musso |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
5099.pdf |
5503 |
The potential use of aeolian sands in roads in Limpopo |
Prof. Philip Paige-Green |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
5503.pdf |
980 |
Suitability of lateritic soils in the construction/development of sustainable housing in Africa: A Geological Perspective. |
Mr. Charles A. Oyelami |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
980.pdf |
1433 |
Quantitative Determination of Sphericity and Roundness of Pebbles and Sand Grains |
Dr. Tamas Jasko |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
1433.pdf |
1977 |
Using geophysics to find suitable rock aggregates as replacement for fluvial sand in Botswana |
Mr. Onkgopotse Ntibinyane |
T15.7 - Aggregates and construction materials (sponsored by IAEG C-14) |
1977.pdf |
1887 |
How fractographic analyses uncover complex trends of modern and palaeo principal stresses |
Dr. Martin Ziegler |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
1887.pdf |
2012 |
Assessment of rock slope failure analysis and rock mass Characterization along a road-cut (NH-108) in Sub-Himalaya reason, India |
Dr. Mrinal Kanti Mukherjee |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
2012.pdf |
4161 |
Finite Difference Modelling of Seepage in a Region of the Foundation Rock Below a Concrete Gravity Dam Wall |
Mr. André Joubert |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
4161.pdf |
3639 |
Tunnelling in Himalayas Under Water Charged Conditions: Estimation and Remediation |
Dr. K.Seshagiri Rao
Mr. ARINDOM CHAKRABORTY |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
3639.pdf |
2728 |
Applying urban-scale 3D subsurface modeling to sustainably manage the underground assets of Rotterdam (NL) |
Dr. Jeroen Schokker |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
2728.pdf |
1658 |
Geological hazards and the construction of new metro routes in Moscow |
Dr. Olga Eremina |
T15.8 - Sustainable use of the subsurface: the geology, engineering and environment of our underground asset |
1658.pdf |
1053 |
Controlling Hydraulic Conditions of the Excavation-Damaged Zone at the Äspö Hard Rock Laboratory, Sweden |
Prof. Lars O. Ericsson |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
1053.pdf |
2175 |
Numerical simulation on Coupling of Stress-Flow within a Single Fracture |
Dr. XueJie Cui |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
2175.pdf |
4059 |
Advances to the Modelling of Variably Saturated Fracture Flow using the Geotechnical Centrifuge in South Africa |
Mr. Brendon Ronald Jones |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
4059.pdf |
4336 |
Geotechnical centrifuge modelling of transverse hydrodynamic dispersion in uniform unsaturated material |
Mr. Brendon Jones
Luke Brouwers |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
4336.pdf |
3888 |
The use of geophysics in ground investigation |
Ms. Marie Fleming |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
3888.pdf |
4481 |
Insitu Estimation of Swelling Pressure Using Inundated Plate Load Test on Marl/ Clay of Duqm Area, Sultanate of Oman - A Case Study |
Mr Khaleel M Musthafa |
T15.9 - Laboratory and field testing - innovations and new methods of interpretation |
4481.pdf |