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Keywords: test result
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-503
... undrained condition. From the test results it is found out that the pore water pressure increased with compression and decreased with expansion, however that when the expansion increased, the pore water pressure increases again regardless of volume change. We can explain this phenomenon with the different...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-329
... was established to check on the quality of vertical drains. The methods and procedure of quality control tests of both hydraulic and mechanical parameters of prefabricated vertical drain are described in this paper. The tests results and the factors affecting the resultant parameters of PVD are discussed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-034
... effect on the estimates obtained of the material properties. The results of a recent analysis of a large data base of test results is then presented. This demonstrates that there are inadequacies in the Hoek-Brown empirical failure criterion as currently proposed for intact rock and, by inference...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-059
... for the design of the dam. This paper presents test results for the effects of gradation of soils, water content, compaction method and load condition on the permeability. Results of the tests on intact specimens as well as specimens containing hole or slot for selecting filters are reported. INTRODUCTION...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-068
... and deformation of EPS material, were investigated. Test results indicated that the resilient modulus of EPS decreases with an increase in static stress, but remains constant as the dynamic stress increases. INTRODUCTION A rigid closed-cell cellular plastic foam, Expanded Polystyrene (EPS), has been used...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-109
...-water characteristics of Kaolinite have been experimentally determined. A laboratory model is presented to determine the water transfer and the transfer coefficients such as the isothermal and thermal diffusivity and the unsaturated hydraulic conductivity. The test results have been approximated using...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-070
... on the shear strength properties is specifically discussed. A relationship between the angle of internal friction and moisture content for residual soil is also proposed. Test results are then used to calculate the non-linear (hyperbolic) model constants and analyse the stress-strain response of the compacted...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-249
... amplification nor damping in the acceleration response beneath the embankment (A2) in which the mean effective stresses are not reduced, and there is slight amplification at the top of embankment (A3) and computed results are in agreement with the test results. On the other hand, there is de-amplification...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-340
... with the different volume but also the difference of slenderness ratio in the diameter and height. In order to confirm the validity of this model, unconfined compression, splitting tensile and bending tests were performed. The calculated results obtained from this model are compared with these test results...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-302
..., it can be easily detected. The relationship between measured the SPT blow number Nand the shear wave velocity Vs is established through field tests. Reservoir Characterization geotechnical engineering sasw test result application evaluate liquefaction potential liquefaction potential...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-277
... through sample taking and performance of penetration tests. Test results were averaged over borings and over depth. These tests showed significant improvement of soil conditions and reduction of the liquefaction potential. Based on the results a preloading time before construction of permanent structures...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-081
.... water management landfill cover material water content Upstream Oil & Gas kyoto university hydraulic conductivity solid waste management pms sample pms strength sludge test result Landfill Cover kPa Japan paper mill sludge void ratio application utilization WASTE SLUDGES...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-101
... at the present plant that the consolidation properties of floes, made by the application of flocculant to sludge, change.according to their sizes. Upstream Oil & Gas consolidation test test result kPa compressibility experiment consolidation property hydraulic consolidation test drilling...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-107
... of another. The data were used to evaluate hydraulic conductivity and compaction conditions and to compare the results with quality control testing and acceptance standards of the clay prior to construction. The variability of the test results is evaluated and checked against the acceptance standards...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-050
... ABSTRACT: A field explosion test is conducted to investigate the shock wave propagation in jointed rock masses. The coupled method of UDEC and AUTODYN-2D is applied to predict the rock mass response due to the explosion. Comparing the prediction result with the field explosion test result...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-238
... evaluation Upstream Oil & Gas formula test result resonant column test shear moduli seismic parameter shear modulus Reservoir Characterization bender element test dynamic shear modulus earthquake analysis dynamic analysis strain level binh bridge project soil parameter EVALUATION...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-367
... distribution in the piles. The piles were tested under a vertical load of 9 MN that is limit load for shaft material. Test results showed that end grouting improves load-settlement performance of bored pile. The ultimate load of the test pile was estimated to be higher than the maximum test load. Pile shaft...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-489
... initial void ratio, the undrained shear behavior of samples with different loess contents at loose and medium-dense states was presented and discussed. Basing on the tests results, effects of loess contents on the peak and residual shear strengths are examined. It was found that adding loess into the host...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-440
... ABSTRACT: Analysis and interpretation of flow and instability of sloping soil masses due to rainfall are made using triaxial compression test results. In this study, anisotropically consolidated undrained triaxial compression tests are carried out on two soils, Omigawa silty sand and Jamuna...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-501
... of the specimens are reproduced as same as these conditions in situ. And based on the shear strengths obtained from the test results, stability analysis of the slope under unsaturated state is carried out. This method is typical one that has been used in practice. But when water content in situ varies, we must...

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