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Keywords: grout
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-026
... equilibrium mechanism materials and corrosion well integrity block shape bond stress discontinuity Anchor stability grout bond length requirement reinforcement scheme riser corrosion ground anchor reinforcement strand tendon reinforcement system RECENT ADVANCES IN GROUND ANCHOR AND GROUND...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-032
... ABSTRACT: From the early days of simple slurry injection to current sophisticated techniques, grouting has played, and continues to play, an important role in remediation and new construction worldwide. As new grouting technology is developed, and existing technologies are refined, the range...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-146
... ABSTRACT: An investigation aimed at categorising and compiling the technical and environmental aspects of cement and chemical grouts has been carried out. This has resulted in a comprehensive compendium, which includes a systematic strategy proposed to be used by the Swedish National Road...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-171
... of Melbourne. The road collapse was associated with a 4m diameter sewer tunnel being driven through mixed soil conditions under compressed air at a depth to the crown of about 18m . Emergency grouting was conducted from tunnel level and the road surface after the road surface had subsided over 400mm. Over...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-326
... SUMMARY: Injection is defined as the grouting of fluidized materials into voids of the ground or spaces between the ground and adjacent structure, generally through bore holes and under pressure. For many engineers, injection is still considered an art rather than a science. Therefore, its...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-283
... risk management Effectiveness compaction target spt n-value test acceptance criteria Implementation grout liquefaction potential assessment spt n-value confirmation boring Upstream Oil & Gas fine content remedial measure mitigation liquefaction risk foundation building...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-327
... ABSTRACT: Compensation grouting is an effective way to reduce surface settlement induced by construction activities in urban areas. However, the long-term behaviour of the compensated area is still not known very well. Grout injection in clayey soils was performed in the laboratory to measure...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-333
... ABSTRACT: Soft Soil Improvement is an in-situ technique to stabilise soft soil. Recently (1999), a research project at the Soil Mechanics Laboratory of the Ghent University (Department of Civil Engineering) was set up in order to evaluate the influence of the amount and type of grout injected...
Proceedings Papers

Paper presented at the ISRM International Symposium, May 26–28, 1982
Paper Number: ISRM-IS-1982-069
... SUMMARY: The type of lining chosen for this plant (now under construction) was non-reinforced concrete with pressure grouting. The tunnel is driven by a Robbin''s mole, Pressure grouting has the following aims: to prestress the lining and the rock mass, to reduce heterogeneity and anisotropy...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-181
.... Therefore it was tentatively decided to provide a positive cut off in the left flank and wherever rock would be met with, it was decided to do grouting to make it waster tight. The treatment for the right bank foundation as to be decided later on. Spillway The Geologist. had suggested the spillway...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-185
...A study of grouting tests at Hitokura Dam Proceedings of the International Symposium on Weak Rock / Tokyo /21·24 September 1981 K.TAKAHI & M.OHTSUKI Laboratory of Water Resources Development Corp., Urawa, Japan 1 PURPOSE OF THE TESTS Three factors should be considered for foundation rocks...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-034
... boreholes. Fixation of the anchor head is a very simple operation. Fig. 5 1hreadbar with anchor plate and aocnor nut V.96 _ A hi~n shear bond capacity with a threadbar provides the possibi- 1ity of :1 direct load transfer oet;'ieenthe an()L;orb<lr and tile POCK via either cement grout or resin...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 27–29, 1978
Paper Number: ISRM-IS-1978-036
... Oil &amp; Gas subsoil tarbela Anchor anchor head bearing plate bond length grout rock anchor extensometer strand diameter anchorage protection tube test anchor construction test load cement grout measuring means ROCK ANCHORS FOR THE SECURING OF STILLING BASIN Nl!3, TARBELA DAM...

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