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Keywords: subsoil
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-310
... the geotextile creates a flow regime very different from the uni- directional flow condition that has been extensively studied. The stability of the revetment system depends on many factors, such as the hydraulic properties of geotextile, the initial placement condition, particle size distribution of the subsoil...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-456
... ABSTRACT: Natural surface water and pore water in the subsoil is not an ideal, incompressible fluid. Small microscopic air (gas) bubbles are dispersed in the water, so the fluid shows a certain compressibility. Compressible pore water causes a delayed reaction of the pore water pressure on any...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-511
... embankments over weak and compressible clay subsoil is shown in this paper. Excess pore water pressures will generate in the subsoil and may compromise stability. It is important for any project to design a proper timetable for the use of vertical and horizontal drains to accelerate subsoil consolidation. Our...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-162
... of sites to locate new waste landfills. They mainly use a series of geotechnical parameters such as type of geological formation occurring at the surface and at the subsoil, depth of the water table, springs or wells existing in the area, recharge capabilities of the zone, soil conductivity and aquifer...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-097
... ABSTRACT: During the percolation of the waste deposit subsoil, it is well known that physical and chemical actions occur. To carry out leachate action on subsoil, TDR probes were calibrated with water and leachate. Calibration curves were then used to follow water content profiles in the soil...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-055
... ABSTRACT: The main objective of this work is to use geostatistical methods to estimate the spatial variability of the subsoil at the site where the nuclear power plant Angra 2 is being built in Brazil. The selected variable to characterize the soils was the number of blows from Standard...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-060
... ABSTRACT: A simple method for predicting the traffic load induced settlement of low road embankment on soft subsoil is proposed. The traffic load induced dynamic stress in the subsoil is calculated by multi-layer elastic theory. Then the plastic vertical strain in subsoil is calculated...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-180
... carried out in different stages. This paper describes the geotechnical investigation to characterise the sub-surface for foundation design of light and heavy structures under static loading of the Main Power House. subsoil borehole water table construction Upstream Oil & Gas power plant...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-383
... ABSTRACT: This paper reports on the conceptual understanding of some aspects of design of mat foundations for tall buildings in Dhaka subsoils. The state-of-the art of design of foundation of tall buildings in Dhaka city is briefly described. The limitations of the existing method...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-036
... Sumary The following report dives some interesting information on how big capacity rock anchorscan be used for permanent, repair work in dam construction even under unfavorable subsoil conditons. While designing the anchors maximum atention was payed to the problem of permanent corrosion...

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