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Keywords: displacement
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-282
... supported by the steel pile group in soft ground. The test construction employed two kinds of abutment, named Type-A without pre-load and Type-B with small-scale pre-load to investigate the effect of pre-load. Furthermore, the increase of displacement and stress in the pile due to an earthquake...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-281
... mechanism using finite element analyses and the significance of bending stiffness of soil nails in an excavation in soft residual soils. Finite element analysis and measured field data indicated that bending moment has a significant role in restraining the lateral displacement of the wall during...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-274
... ABSTRACT: In this paper an attempt has been made to simplify the complex interface pullout mechanism using nonlinear elastic formulations. Formulations of interface pullout tests are expressed in non-dimensional terms for general applicability. Concepts of relative stiffness and displacement...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-276
... de Janeiro displacement testing program pullout test scrap tire shear strength shear stress reinforcement element frontal displacement passive resistance FIELD PULL-OUT TESTS ON SCRAP TIRE ARRANGEMENTS Denise M. S. Gerscovich1, Luciano V. Medeiros2, Alberto S. F. J. Sayao3 and Vinod...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-292
... as uplift slab supported by diaphragm walls and barrettes. displacement permanent phase excavation construction Reservoir Characterization superficial water level water inflow reduction Drilling jet-grouting column solicitation Upstream Oil & Gas temporary support plug execution...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-322
... of one layer of reinforcement has been changed and the embankment SSS has been analysed. displacement new approach Computation construction deformation reinforcement stability diagram settlement embankment Equality expedient brace strength earth construction kuban state agrarian...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-313
... ABSTRACT: Fiber reinforcement of soils can reduce displacements due to swelling and shrinking of expansive soils. Described in this paper is a series of laboratory tests performed on fiber reinforced and non-reinforced samples of expansive clay to determine the potential for using fiber...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-307
... and steel piles worked as a mass under some extent displacement. The horizontal bearing capacity was much greater than that of steel pile only. To apply it to practice foundation, a spring model of the composite pile foundation is proposed, and compared with the results tested. Based on in situ test...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-324
... greywacke and quartzite. The subsurface profile on the eastern side of the QR embankment was obtained from the adjacent Southbank development (Golders, 1998). rail transportation displacement project management stone column strategic planning and management ground transportation embankment...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-305
... of the road slipped downslope immediately closing the road to traffic. reinstatement mudstone assessment quantity north island Stockman New Zealand realignment option excavation construction period displacement grid type highway reconstruction MSE wall reinforcement opus international...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-423
... ABSTRACT: This paper investigates the mechanism of slope displacement using the results of long-term monitoring of the unstable behavior and failure of a large excavated rock slope with an elevation difference about 300 m. The study also evaluates the influence of joint sets on slope behavior...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-364
... by uncontrolled large displacements. Upstream Oil & Gas global failure stability Hong Kong sleeved pile srf value slope failure single pile displacement slope instability instability slope stability Laterally local instability unsleeved pile strength parameter loading limit equilibrium...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-366
... significant impacts on seismic performance of the bridge. Using design ground motions adopted for the bridge retrofit program, deformation analyses have been conducted to estimate permanent displacements of the slope. Newmark's sliding block analysis was used along with seismic coefficient time histories...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-443
... frequently. On 15th June 1995, Kangding City hit by a strong rainstorm. Engineering Earthquake frontal part Reservoir Characterization displacement characteristic Upstream Oil & Gas baitukan landslide rear part fracture characterization intensive seismic zone stability terrace...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-438
... of landslide formation and the mechanism of landslide displacement. In spite of the fact that for each slope there exists individual peculiarities in the structure, the general features of big groups of slopes were considered, in order to determine the characteristics of the landslide process. landslide...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-234
... industries and river-dike engineering have been aware recently that such measures are impractical from economic viewpoints. In this context, this paper discusses the use of embedded sheet-pile wall which can mitigate the magnitude of lateral displacement of liquefied ground. Shaking table tests revealed...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-223
... of proper software. Our university pays a lot of attention to MCAI. Engineering new theory procedure deep excavation Artificial Intelligence displacement drilling procedure Animation drilling operation Simulation courseware excavation Upstream Oil & Gas Classroom student...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-249
... in the measured acceleration at the ground surface (A4) contrary to the simulated result. effective stress analysis earth pressure effective stress pore water pressure liquefiable layer displacement excess pore water pressure input acceleration countermeasure lateral pressure sheet pile wall...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-242
... loading systems. On the basis oftest data obtained from these tests, a prediction method for displacements ofground-structure system is proposed. The main conclusions obtained from this study are as follows; the characteristics of lateral flow deformation depend on the settlement behavior...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-252
... ABSTRACT: The conventional Newmark model is widely used for the estimation of permanent deformations of slopes during earthquakes. However, the calculation procedure for permanent displacements in the Newmark model is based on a distinct and fixed slip surface. In other words, the Newmark...

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