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Keywords: shear strength
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-041
... strength SHEAR STRENGTH OF GEOMATERIALS - A BRIEF HISTORICAL PERSPECTIVE Richard H.G. Parry 1 ABSTRACT Although the shear strength expression proposed by Coulomb (1776) for masonry, brick and earth, made up of cohesion and friction components, is still in general use today, it was not until Terzaghi...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-008
.... The soil and its reinforcing elements act in combination to increase the shear strength of the soil mass, reduce its settlement under the load, and improve its resistance to liquefaction. The reinforcing element can be either inserted in the in situ soil or placed in the soil mass as it is constructed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-028
... clay liner waste management embankment Geomembrane GCL strength liner hydraulic conductivity Upstream Oil & Gas construction shear strength geotextile Rowe application pore water pressure deformation GEOSYNTHETICS: INNOVATIVE MATERIALS AND RATIONAL DESIGN R. Kerry Rowe1 & Colin...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-019
... a quasi-monolith. In the case of retaining structures or underground excavations, prestressed anchors are used in addition to conventional reinforcement. The paper focuses on retaining structures, underpinning of buildings, and tunnelling. Residual shear strength of the ground is considered an essential...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-045
... on samples cut at different angles. While existing data would seem to suggest that the variation of cohesion (undrained shear strength) with orientation due to soil anisotropy is more significant than the effects of friction angle, the effect of friction angle variation should not be ignored. Arthur...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-030
... shear strength liquefaction bafokeng void ratio ISSUES IN THE GEOTECHNICS OF MINING WASTES AND TAILINGS G E Blighe, J H Troncoso2, A B Fourie3 and W Wolski4 ABSTRACT Ofall the wastes produced by industrialized man, the largest tonnage and volume, by far, consists ofmining wastes...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-276
...- reinforcement, which is a fraction of the shear strength of the soil. The scrap tire reinforcing system herein described mobilizes predominantly the interface shear resistance, which is close to the backfill soil shear strength. Simultaneously, this system is more flexible than the conventional ones...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-271
... be improved is nearly 25 times its original value of undrained shear strength. Given a safety factor of 3, the safe bearing capacity could be improved to a maximum of 8 times the Cu value. In the same manner the settlement of the ground can be reduced only to a limiting value as indicated in Figure 3. Spacing...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-346
... level would effectively limit the deflection of a 12m deep sheetpile wall and minimise the ground movement. Ground improved by jet grout technique could achieve much higher shear strength and this would help to resist slip circle failure and ground heave. Moreover, a jet grout layer would also act...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-293
... ABSTRACT: Shear strength of clays will generally increase with consolidation under load. Large embankments on soft clays can be constructed by adopting a staged construction approach utilising the strength increase associated with consolidation. This paper presents a case history of a staged...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-347
... that the HCCE material was effective to lighten the self-weight of soil and also to increase the shear strength of geomaterial. In addition, the sand mixed with the HCCE material was found to be a useful fill material on soft ground based on the results of the slope stability analysis. INTRODUCTION Waste...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-352
... embankment shear strength construction railway construction settlement gauge MASS STABILIZATION OF PEAT IN ROAD AND RAILWAY CONSTRUCTION Nenad Jelisic1, Mikko Leppänen2 ABSTRACT Mass stabilization is a new, environmentally friendly soil improvement method where stabilizer is mixed into peat, mud...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-478
... relationship of the saturation degree and the corresponding shear strength. After the stability analyses were carried out against these slope models, the time-dependent changes of factors of safety were compared with the obtained evapo-transpiration ratios to exam the correlation of stability and water-uptake...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-428
.... Calculation of the factor of safety is based on a mathematical analysis which determine the ratio between shear stress and shear strength of the slope Shear Strength is defined as : ( t ) = c + tan ( s - u) tan f Where : t = shear strength of material, kPa ; c = cohesion, kPa s = normal stress acting...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-299
... rock mass improvement ratio Reservoir Characterization cement milk deformation modulus rock mass grouted joint reservoir geomechanics normal stress grout thickness shear strength peak shear strength DEFORMATION BEHAVIOR CHANGES OF JOINTED ROCKS BY CEMENT MILK GROUTING Tae-Heok Kim1...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-315
..., resulting in a smaller pond filled with concentrated silt and clay in slurry form. The shear strength of the slurry, which reached a depth of 5 to 6m, was about 1 to 2 kPa. This paper reports an innovative solution adopted in restoring the pond by capping it with geotextiles. Long-term stability analysis...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-503
... effects caused by the bulk water and the meniscus water. According to shear strength, it is found out that, by application of the suction stress, we could use similar failure criterion with that for the results of drained shear test. INTRODUCTION As a result of unstabilization by rainfall, collapse...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-366
... the channel slope, posing stability concern especially at West Tower foundation. Vane shear tests were conducted at several locations near the general vicinity of West Tower. The purpose was to measure peak ( undisturbed ) and residual shear strengths in the field to better characterize the clay behavior...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-275
... average shear resistance is used in design (Broms 1999b). Upstream Oil & Gas shear box model test shear box kPa lime cement column model test single column slip surface screw anchor test 3 unstabilised soil shear strength strength plastic hinge shear resistance failure mechanism...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-509
... 1 Research Institute of Hazards in Snowy Areas, Niigata University, Japan RELIABLE WAY TO ASSIGN SHEAR STRENGTH PARAMETERS DURING LANDSLIDE ANALYSIS Binod Tiwari1 and Hideaki Marui1 ABSTRACT Many developments and researches for landslide planning are in progress to find reliable methods...

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