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Front Cover |
1 |
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Rock Grouting and Diaphragm Wall Construction |
4 |
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Copyright Page |
5 |
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Table of Contents |
10 |
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Preface |
8 |
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List of used designations |
16 |
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Chapter 1. The history of grouting |
20 |
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Chapter 2. Drilling operations |
31 |
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2.1 Excavation of boreholes in hard rock |
31 |
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2.2 Rotary drilling equipment |
76 |
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2.3 Equipment for rotary percussive drilling |
87 |
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2.4 Drilling in loose soils |
90 |
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2.5 Borehole deviation |
98 |
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2.6 Drilling boreholes for grouting at the back of tunnel lining. Pneumatic hammer drills |
101 |
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2.7 Drilling boreholes for grouting concrete and masonry |
103 |
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Chapter 3. Grouting in hard rock |
105 |
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3.1 Criteria of admissible permeability |
109 |
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3.2 Equipment for hydraulic tests and for grouting |
119 |
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3.3 Depth of trial grouting boreholes |
142 |
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3.4 Hydraulic tests |
144 |
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3.5 Grouting tests |
164 |
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3.6 Design of a grout curtain |
188 |
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3.7 Operational grouting |
198 |
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3.8 Evaluation of grouting operations |
204 |
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3.9 Checking of grouting operations |
208 |
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3.10 Effect of blasting on grouting operations |
216 |
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Chapter 4. Grouting loose soils |
217 |
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4.1 Grouting methods in loose soils |
217 |
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4.2 Grouted medium |
221 |
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4.3 Grouting mixes |
238 |
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4.4 Equipment for grouting boreholes |
292 |
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4.5 Grouting operations |
295 |
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4.6 Grouting operation checks |
318 |
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Chapter 5. Grouting in tunnel construction |
328 |
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5.1 Consolidation of loose soils to facilitate the excavation of tunnels |
328 |
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5.2 Improving the geotechnical characteristics of rocks by prestressing |
330 |
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5.3 Reinforcing the rock in a tunnel vault |
336 |
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5.4 Grouting at the back of lining |
337 |
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5.5 Repairing old tunnels |
342 |
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5.6 Sealing the joints in the lining of Underground tunnels |
343 |
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5.7 Filling the space between armouring and concrete |
344 |
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Chapter 6. Grouting and improving the condition of structures or rocks |
346 |
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6.1 Repairing masonry |
346 |
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6.2 Repairing fissures or construction joints in concrete |
348 |
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6.3 Repairing damaged insulation |
349 |
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6.4 Improving the geotechnical characteristics of soil |
352 |
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6.5 Improving the stability of landslides by grouting |
357 |
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6.6 Repairing damaged clay sealing of earth dams |
359 |
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6.7 Increasing load-bearing capacity of piles by grouting |
361 |
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Chapter 7. Grouting the expansion joints in arch dams |
364 |
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Chapter 8. Grouting of anchors and micropiles |
370 |
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Chapter 9. Diaphragm walls |
379 |
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9.1 Clay mud |
381 |
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9.2 Purpose of diaphragm walls |
393 |
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9.3 Earth pressure |
404 |
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9.4 Excavating machines |
423 |
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9.5 Excavation of unsheeted trenches |
440 |
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9.6 Concreting diaphragm walls |
442 |
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9.7 Filling for diaphragm walls |
451 |
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9.8 Precast diaphragm walls |
454 |
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9.10 Slender bracing walls |
472 |
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9.11 Drainage walls |
473 |
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Chapter 10. Practical examples |
477 |
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10.1 Grouting of hard rocks |
477 |
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10.2 Grouting of loose soils |
485 |
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10.3 Filling cavities and caverns |
501 |
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10.4 Diaphragm walls |
508 |
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10.5 Precast diaphragm walls |
513 |
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10.6 Sealing diaphragm wall at Pferov (Czechoslovakia) |
516 |
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10.7 Sealing and consolidation of soil at the Presenzano-Caserta hydroelectric power station (Italy) |
521 |
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References |
522 |
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Index |
529 |
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