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Keywords: installation
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-287
... orientation of the pipes during installation. INTRODUCTION The underpass project was initiated to provide and additional two lanes of road to ease the congestion of motor vehicles that occur due to a nearby roundabout. The underpass project also helps to increase safety and reduce accidents occurring to...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-346
... was carried out prior to the installation of the working jet grout piles (JGP) to confirm the operation parameters, the achievable pile size and the strength and elastic modulus of the JGP. The triple fluid system was found to be effective in improve the marine clay. The retaining wall system...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-543
... chaloem ratchamongkhon line excavation installation construction ground transportation barrette construction verticality Water pipe transportation safety panel excavation trench guide wall construction period thiam ruam mit station box barrette station box DIAPHRAGM WALL AND BARRETTE...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-367
...LARGE BORED PILES WITH GROUTED END IN FUZHOU Zhang Yaonian1 & Huang Wenqiao2 ABSTRACT This paper describes full-scale test on five large bored piles with grouted end in Fuzhou, southeast coast of China. Test program included site investigation, pile installation and end grouting. The piles were...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-355
... together with results of pullout tests. Finally some recommendations for applications of sand anchors in soil are given. INTRODUCTION Sand anchors can be applied in rock using sand and in soils using gravel, Wehr (1999). In both cases they may be installed as anchors or as nails, however only the...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-470
... 8 boreholes under both artesian and pump induced flow conditions. Installation of multi-level pneumatic and standpipe piezometers to measure groundwater heads within the colluvium and rock mass (including installation under artesian conditions) at 8 locations with 21 sensors. At each location, at...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-544
... an alternative construction method and foundation type to suit the site conditions, barrette construction that utilizes relatively less equipment and induces less vibration than conventional bored pile construction was adopted. lateritic soil groundwater level reinforcement cage installation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-628
... prepared to consider several options, such as installation of support, simulation of sequential excavation and non steady tunnel advance. INTRODUCTION Around the beginning of the 19th century the expansion of the railway net required the construction of many tunnels. The design of these tunnels was based...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-547
... transportation diaphragm wall eemclay excavation rail transportation calculation prediction underground station construction deformation installation deep underground station geotechnical parameter investigation building pit stiffness Amsterdam soil condition settlement prediction fe model...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-369
... ABSTRACT: The paper summarizes the results of pile monitoring and installation during construction of the P-700 Aircraft Carrier Wharf. The project was undertaken by the U.S. Navy to homeport a Nimitz-class aircraft carrier at the North Island Naval Air Station in San Diego, California. The...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-385
... ABSTRACT: This paper presents a review of the procedures implemented for the design, installation and testing of large diameter high capacity driven piles adopted for the Bolte Bridge construction in Melbourne. The test data confirmed the validity of the approach and assumptions made...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-386
... installation maunsell mcintyre Reservoir Characterization tension test golder associate uplIft capacity auger penetration rate static tension test auger grout rock class construction THE UPLIFT CAPACITY OF PILES ON THE EASTERN DISTRIBUTOR, SYDNEY 1Paul B. Hewitt, 1Craig S. Curnow ABSTRACT This...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-368
... ABSTRACT: Changes in earth pressure during the installation of a bored pile were obtained using geo-cells, which had been buried around the piles. Four piles were installed; two of those were steel pipe piles installed by the simultaneous burial method, a concrete pile by conventional pre...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-623
... construction subsurface condition secant pile flood deposit instrumentation Portland sufficient cure time base slab excavation installation CONSTRUCTION OF AN INFLUENT PUMP STATION IN PORTLAND, OREGON, USA Michael S. Feroz, P.E.,1, James Oehler, P.E.,2 and Frank S. Buehler, P.E.3 ABSTRACT Combined...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-557
... ABSTRACT: The design, installation and performance of an uncommon anchorage system, namely the jack-in pipes, are presented in this paper. This anchorage system has been used as the support system for a temporary excavation of 9m deep basement in loose sandy alluvium deposits overlying Kuala...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-605
... convergence-confinement type, is proposed, which accounts for the delayed action of bolts due to ground decompression prior to bolt installation. This factor leads to non-simultaneous yielding, and more generally a different stress history for each constituent, requiring special treatments in the incremental...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-032
... contractor Upstream Oil & Gas pipe excavation alignment drill string Horizontal Directional Drilling injection tunnel tam pipe Drilling installation grout construction case study ADVANCES IN GROUTING TECHNOLOGY Joseph P. Welsh, P.E.1 and George K. Burke, P.E.2 ABSTRACT From the early...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-162
... spherically specimen manufacturer installation ABSTRACT: Rock-mechanics are demanding in specific requirements for modern testing systems. The paper illustrates the essential criteria to qualify for a state-of-the-art compression testing machine for rock-mechanics: a manufacturer explain its answer...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-089
... cell normalized axial stress increment increment instrumentation installation Rock at Great Depth, Maury & Fourmaintraux (eds), © 1989 Ba/kema, Rotterdam. ISBN 90 61919754 Geomechanical behavior of rock masses at great depth - Case studies CompOltement geornecanique des massifs rocheux a grande...
Proceedings Papers

Paper presented at the ISRM International Symposium, August 30–September 2, 1989
Paper Number: ISRM-IS-1989-064
... strength uniaxial strength great depth rock mass Engineering axial force competence factor mechanical behaviour tunnel Reservoir Characterization support structure rock bolt stability construction allowable strain reservoir geomechanics installation elasticity critical strain...

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