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1-20 of 41
Keywords: embankment
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Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-282
... ABSTRACT: The test construction was performed with large-scale models of embankment and abutment to investigate the behavior of the abutment built on soft ground and the stress in the foundation. Two kinds of abutment, named Type-A without pre-load and Type-B with pre-load, were used...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-287
... ABSTRACT: This paper describes the design and construction of a 12m long underpass project and the problems encountered during construction. The underpass has an opening of 9m × 5m passes through an existing railway embankment. The underpass is located at Jalan Sultan Salahuddin in the city...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-277
... for this improvement to be used as guide for treating the problem of ground subsidence under the load of the permanent road embankment. The selection of the method (static preloading) was made on the basis of previous experience and its relatively low cost. SITE AND PRELOADING STRUCTURES DESCRIPTION The sites...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-331
... ABSTRACT: A new method of in situ ground improvement has been developed involving the precipitation of calcite around soil particles and their contacts to improve strength and stiffness. The technique offers an innovative approach to the stabilisation of London Underground Ltd ash embankments...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-321
... ABSTRACT: Piled embankments utilizing geosynthetic reinforcement have become an accepted technique where it is necessary to maintain surface grade lines over soft foundation soils. In this technique the reinforcement is placed at the base of the embankment above the pile caps to ensure...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-267
... ABSTRACT: Building a high embankment on soft alluvial deposits within the constraint of a short construction period has always posed challenges to geotechnical engineers. Other than stability, settlement of the embankment has to be controlled. In the construction of a bridge embankment project...
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-2000-322
... ABSTRACT: The paper discusses the possibility of using the principles of bionics for designing reinforced earth embankments. Practical usage and novelty of proposed approach are shown on the example of number of patented concrete constructions. The results of model tests (method of equivalent...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-288
... strength soft clay interfacial friction property clayey sand aperture direct shear test geocell embankment frictional strength interface soil-geocell interface grain size distribution direct shear box geogrid ABSTRACT: This paper investigates the friction properties...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-309
... countermeasure surface layer stabilization method soil stabilization method improvement ratio stress concentration ratio model test hydraulic jack surface stabilization method shear angle vertical load load dispersion effect geogrid method low improvement ratio embankment geogrid...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-342
... proposed design method. The new design method considering both the drainage and reinforcing functions of the geocomposites. earth fill reinforcement drainage tanabashi non-woven fabric construction time embankment slope gradient safety factor interface stability analysis direct shear...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-352
... directions so that a homogeneous reinforced soil block is formed due to effect of stabilizer. Embankments can be founded on mass stabilized soil in the same way as on natural firm soil layers like moraine or gravel. New stabilizer agents, produced as by-products from industrial processes, can be used...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-269
... ABSTRACT: A novel plane strain approach is introduced to model the behaviour of embankment foundations on soft clay stabilised with vertical drains, where the classical axisymmetric solutions are converted to an equivalent plane strain model, incorporating the effects of smear and well...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-324
... busway was located immediately adjacent to the existing Queensland Rail (QR) embankment, creating an extension of the existing embankment to the west. Within the Southbank area a 7 metre high reinforced soil wall was required in the narrow corridor between the QR embankment and an existing TAFE building...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-319
... ABSTRACT: The construction of a bridge crossing over the Mekong River within the delta region has presented a major challenge to designers and contractors. This paper deals with the embankment design works undertaken which were based on best available investigation technology, incorporated...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-419
... rests on a 45 m high fill embankment and the western half is on a natural hillside. As shown in Figures 5 and 6, inclinations of bedding planes vary gradually from 10 o toward north to 25 o toward south. A creek was flowing along the axis of the syncline. Slope failures occurred both at the fill...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-325
... ground transportation geotechnical investigation layout project management Interchange consideration foundation cost geotechnical involvement strategic planning and management planning phase oxbow area geotechnical input oxbow construction alignment embankment site investigation...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-350
... ground transportation experiment membrane subsidence cavity rail transportation full-scale test tensile force fill material localised sinkhole reinforcement geosynthetic sheet geosynthetic reinforcement sinkhole embankment diameter assumption geometry straight cylinder design...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-470
... and side-fill embankment, situated beneath the South Coast Railway (SCR) - part of the Illawarra Line - several hundred metres north of Coalcliff Station and nominally between chn 58.450km and 58.900km south of Sydney. enhanced recovery Upstream Oil & Gas embankment piezometric pressure...
Proceedings Papers
Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-511
... ABSTRACT: The methodology of designing high highway 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...
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