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Keywords: foundation
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-568
... for the pipeline designers. piping simulation oblique angle logarithmic spiral arc pipe velocity offshore pipeline geotechnical engineering bearing capacity footing loose sand foundation Engineering Meyerhof obliquely rupture surface piping design resistance dia oblique angle pipe soil...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-036
... Engineering Yasuda ground flow tokimatsu ground surface Earthquake Bridge Upstream Oil & Gas Ishihara pile foundation seismic deformation method foundation Reservoir Characterization displacement settlement quay wall design method hyogoken-nambu earthquake ground...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-007
...EARTHQUAKE RESISTANT DESIGN OF FOUNDATIONS: NEW CONSTRUCTION Alain Pecker1 and Michael J. Pender2 ABSTRACT The first generic class of aseismic foundation design problem relates to the design of new foundations. Once earthquake risk and site effects have been evaluated the designer needs to proceed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-008
... durability Upstream Oil & Gas ground improvement method densification biotechnical stabilization shear strength stabilization selection ground improvement construction Reservoir Characterization consolidation reinforcement freezing application key issue compaction excavation foundation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-162
... the best geological formation for their foundation. The geotechnical features which were adopted in the selection and classification of the chosen sites are discussed. As it is difficult to find thick clayey layers, a region where the geological structure is composed of medium thick layers, alternately...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-072
... ABSTRACT: A new embanking FEM-analysis method of filldams on soil or soft rock foundations is presented. This method can provide accurate estimations comparative conveniently with only PS-Iogging and bore hole test (or plate loading test) data, taking the stiffness dependencies on both depth...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-082
... and field investigations. seepage analysis water pressure expansion model fill calculation rainfall reliability pore water pressure foundation embankment wet zone centrifuge test slope surface rainfall device equation front face phreatic surface seepage flow constant strength...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-019
... & Gas caisson reinforcement Reservoir Characterization risk and uncertainty assessment Engineering Anchor unstable slope cross section deformation excavation construction ground reinforcement dowel shear strength prestressed anchor failure mechanism Ground Support tunnel foundation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-039
.... Thus, dams were occasionally built on landslides without a complete understanding of the problems involved. Today, however, every effort is made in the selection of dam sites to use foundations and abutments that are generally impervious and capable of withstanding the stresses imposed by the proposed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-025
.... These traditional approaches also treat foundation elements as rigid, or assume they deform elastically and check that structural load demands are less than the capacity of foundation elements. However, the significant damage to structures from earthquakes in recent years has led to the recognition that improved...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-167
.... THE STRUCTURE - THE FOUNDATION The studios are one-storey high houses with a reinforced concrete frame structure and a parpen cladding. The ground floor is a suspended structural concrete slab 10 cm thick separated from the soil surface by an open crawl space 60 cm high. The walls are in two partition hollow...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-237
... Epicenter foundation Earthquake subsidence port royal liquefaction sandy deposit coastal area Sibaris pausania destruction deposit geotechnical engineering strong earthquake ancient helike sediment Helike LIQUEFACTION OF SANDY DEPOSITS IN COASTAL AREAS Aris C. Stamatopoulos1...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-228
..., to the requirements of nuclear and thermal power generations, etc. With the inception of the Thomson College of Engineering founded at Roorkee, U.P. the foundation of Civil Engineering Education in India was laid down. Even the necessity of Ganga Canal system gave birth to the establishment of Roorkee University...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-263
... ABSTRACT: This paper presents an experimental study on natural frequency of a foundation on a layered soil system subjected to dynamic loading. Using a Lazan type mechanical oscillator, model block vibration tests on a footing made up of steel and of size 300×300×50mm are conducted. Three...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-224
... Teaching student software URL proceedings computer geology foundation COMPUTER AIDED LEARNING IN GEOENGINEERING EDUCATION: CURRENT RESOURCES AND FUTURE TRENDS Mark B. Jaksa1, Patrick R. James2, Leslie R. Davison3 and David G. Toll4 ABSTRACT As time proceeds the use of computer aided learning (CAL...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-255
... dams that have been built based on the design standards have the following characteristics; Modern fill dams constructed on a firm rock foundation (N value by SPT • 50), By using the circular slip method, modern dams are designed to always retain a slip safety coefficient of Fs• 1.20...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-200
... bounds underestimate the true collapse loads by about 10 per cent for a rectangular foundation and not more than 5 per cent for a square foundation. INTRODUCTION The bearing capacity of footings of different shapes is usually estimated by applying empirical shape factors to the classical Terzaghi...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-180
... of the sub-soil, the design of foundation system has been continuously improved. The data also helped in selection of most appropriate materials like cement, reinforcement and grade of concrete. The geotechnical data helped in proper planning of relatively deep excavations with stable slopes, excavation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-185
... piled foundations, as the suction installation can take place in a relatively short time. strength subsea system inclination angle caisson load application point aspect ratio mooring system vertical axis uniform soil undrained shear strength loading estimation capacity factor...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-264
...ANALYSIS OF STEEL PIPE PILE FOUNDATION DAMAGE IN RECLAIMED LAND DURING 1995 HYOGOKEN-NAMBU EARTHQUAKE Shigeru Miwa1, Takaaki Ikeda2, Baoqi Guan3 and Hiroshi Oh-Oka 4 ABSTRACT Investigation and analysis were conducted for steel pipe pile foundations deformed due to liquefaction and liquefaction...

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