{"id":79031,"date":"2024-10-17T18:28:17","date_gmt":"2024-10-17T18:28:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784407646-2007\/"},"modified":"2024-10-24T19:38:52","modified_gmt":"2024-10-24T19:38:52","slug":"asce-9780784407646-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784407646-2007\/","title":{"rendered":"ASCE 9780784407646 2007"},"content":{"rendered":"

Weaver and Bruce provide a state-of-the-practice review of all aspects of drilling and grouting-based technologies used for dam foundation treatment.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
18<\/td>\nPreface <\/td>\n<\/tr>\n
20<\/td>\nAcknowledgments <\/td>\n<\/tr>\n
22<\/td>\nChapter 1. Introduction
1.1 The Basics <\/td>\n<\/tr>\n
23<\/td>\n1.2 A History of Grouting
1.2.1 Origins in Europe <\/td>\n<\/tr>\n
25<\/td>\n1.2.2 The Early History of Grouting in the United States <\/td>\n<\/tr>\n
32<\/td>\n1.2.3 Later History of Grouting in the United States <\/td>\n<\/tr>\n
35<\/td>\n1.2.4 Late 20th Century Advances <\/td>\n<\/tr>\n
36<\/td>\n1.3 Essential Elements of a Good Grouting Project <\/td>\n<\/tr>\n
38<\/td>\n1.4 Grouting as Exploration
1.5 Computer Applications <\/td>\n<\/tr>\n
40<\/td>\nChapter 2. Geologic and Geohydrologic Considerations
2.1 Site Geology and Geohydrology Must Be Understood <\/td>\n<\/tr>\n
42<\/td>\n2.2 Site Investigations for Grouting Program Design
2.2.1 Regional Geologic Review
2.2.2 Photointerpretation <\/td>\n<\/tr>\n
43<\/td>\n2.2.3 Geologic Mapping <\/td>\n<\/tr>\n
44<\/td>\n2.2.4 Geophysical Surveys
2.2.5 Direct Subsurface Geologic Investigations <\/td>\n<\/tr>\n
47<\/td>\n2.2.6 Geohydrologic Studies <\/td>\n<\/tr>\n
49<\/td>\n2.2.7 Geologic Interpretation
2.3 Permeability Assessment for Grouting Programs <\/td>\n<\/tr>\n
55<\/td>\n2.4 Geologic Conditions Affecting Grouting Programs
2.4.1 Sedimentary Rock Foundations <\/td>\n<\/tr>\n
62<\/td>\n2.4.2 Soluble Rocks <\/td>\n<\/tr>\n
68<\/td>\n2.4.3 Volcanic and Pyroclastic Rocks <\/td>\n<\/tr>\n
74<\/td>\n2.4.4 Granitic and Metamorphic Rocks <\/td>\n<\/tr>\n
78<\/td>\n2.4.5 Tectonic Features <\/td>\n<\/tr>\n
81<\/td>\n2.4.6 Steep or Unstable Slopes <\/td>\n<\/tr>\n
83<\/td>\n2.4.7 Unconsolidated Deposits <\/td>\n<\/tr>\n
88<\/td>\nChapter 3. Conceptual Design Considerations
3.1 General Considerations
3.2 Test Grouting <\/td>\n<\/tr>\n
90<\/td>\n3.3 Grout Curtain Depth <\/td>\n<\/tr>\n
91<\/td>\n3.4 Grout Curtain Length <\/td>\n<\/tr>\n
93<\/td>\n3.5 Grout Hole Spacing
3.6 Grout Hole Orientation <\/td>\n<\/tr>\n
94<\/td>\n3.7 Single-Row Versus Multiple-Row Curtains <\/td>\n<\/tr>\n
95<\/td>\n3.8 Grout Caps and Cutoff Walls <\/td>\n<\/tr>\n
99<\/td>\n3.9 Grout Galleries <\/td>\n<\/tr>\n
102<\/td>\n3.10 Blanket Grouting and Consolidation Grouting <\/td>\n<\/tr>\n
103<\/td>\n3.11 Design Standards
3.11.1 Generalized Guidelines <\/td>\n<\/tr>\n
104<\/td>\n3.11.2 Quantitatively Engineered Grout Curtains <\/td>\n<\/tr>\n
108<\/td>\nChapter 4. Grouting Materials
4.1 Introduction and Classification <\/td>\n<\/tr>\n
109<\/td>\n4.2 Water <\/td>\n<\/tr>\n
111<\/td>\n4.3 Category 1 Materials: Particulate Grouts
4.3.1 Cements <\/td>\n<\/tr>\n
124<\/td>\n4.3.2 Pozzolans <\/td>\n<\/tr>\n
131<\/td>\n4.3.3 Clays <\/td>\n<\/tr>\n
134<\/td>\n4.3.4 Inert Fillers <\/td>\n<\/tr>\n
136<\/td>\n4.3.5 Chemical Admixtures <\/td>\n<\/tr>\n
147<\/td>\n4.4 Category 2 Materials: Colloidal Solutions <\/td>\n<\/tr>\n
151<\/td>\n4.5 Category 3 Materials: True Solutions
4.5.1 Acrylic Resins <\/td>\n<\/tr>\n
152<\/td>\n4.5.2 Phenolic Resins <\/td>\n<\/tr>\n
153<\/td>\n4.5.3 Aminoplastic Resins <\/td>\n<\/tr>\n
154<\/td>\n4.5.4 Polyurethane Resins
4.6 Category 4 Materials: Miscellaneous <\/td>\n<\/tr>\n
155<\/td>\n4.6.1 Hot Melts (Bitumens) <\/td>\n<\/tr>\n
156<\/td>\n4.6.2 Polyesters
4.6.3 Epoxies
4.6.4 Montan Wax
4.6.5 Silicones <\/td>\n<\/tr>\n
157<\/td>\n4.6.6 Silacsols
4.6.7 Precipitation Grouts
4.7 Final Remarks <\/td>\n<\/tr>\n
158<\/td>\nChapter 5. Basics of Particulate Grout Mix Design, Testing, and Performance <\/td>\n<\/tr>\n
159<\/td>\n5.1 Basic Properties and Parameters
5.1.1 Rheology <\/td>\n<\/tr>\n
166<\/td>\n5.1.2 A Little More on Rheology <\/td>\n<\/tr>\n
167<\/td>\n5.1.3 Bleed (Settlement or Sedimentation) <\/td>\n<\/tr>\n
169<\/td>\n5.1.4 Pressure Filtration <\/td>\n<\/tr>\n
171<\/td>\n5.1.5 Water-Repellent and Antiwashout Characteristics <\/td>\n<\/tr>\n
172<\/td>\n5.1.6 Prevention of Particle Agglomeration <\/td>\n<\/tr>\n
173<\/td>\n5.1.7 Hydration Control
5.1.8 Prevention of Filler Segregation
5.1.9 Matrix Porosity <\/td>\n<\/tr>\n
174<\/td>\n5.1.10 Grain Size <\/td>\n<\/tr>\n
175<\/td>\n5.1.11 Hardening
5.2 Testing of Grouts <\/td>\n<\/tr>\n
176<\/td>\n5.2.1 Cohesion and Gelation <\/td>\n<\/tr>\n
178<\/td>\n5.2.2 Apparent Viscosity <\/td>\n<\/tr>\n
179<\/td>\n5.2.3 Bleed or Sedimentation <\/td>\n<\/tr>\n
181<\/td>\n5.2.4 Pressure Filtration
5.2.5 Washout Resistance <\/td>\n<\/tr>\n
182<\/td>\n5.2.6 Filler Segregation <\/td>\n<\/tr>\n
183<\/td>\n5.2.7 Specific Gravity
5.2.8 Set Times <\/td>\n<\/tr>\n
184<\/td>\n5.2.9 Strength <\/td>\n<\/tr>\n
186<\/td>\n5.2.10 Matrix Porosity
5.2.11 Compatibility <\/td>\n<\/tr>\n
187<\/td>\n5.3 Mix Design Considerations
5.3.1 Water: Cement Ratio
5.3.2 Neat Cement Grouts <\/td>\n<\/tr>\n
190<\/td>\n5.3.3 Clay or Bentonite\u2013Cement Grouts <\/td>\n<\/tr>\n
193<\/td>\n5.3.4 Grouts with Fillers and Pozzolans <\/td>\n<\/tr>\n
195<\/td>\n5.3.5 Grouts for Special Applications <\/td>\n<\/tr>\n
198<\/td>\n5.3.6 Grouts with Enhanced Penetrability <\/td>\n<\/tr>\n
199<\/td>\n5.4 Digest of Typical Multicomponent Formulations <\/td>\n<\/tr>\n
206<\/td>\nChapter 6. Grout Injection Pressure
6.1 Controversial Rules
6.2 European Grouting Philosophy <\/td>\n<\/tr>\n
208<\/td>\n6.3 Contemporary European Grouting Theory <\/td>\n<\/tr>\n
210<\/td>\n6.4 European and Other Foreign Grouting Practice <\/td>\n<\/tr>\n
211<\/td>\n6.5 Relevant Theory from U.S. Practice
6.6 Relevant U.S. Practice <\/td>\n<\/tr>\n
212<\/td>\n6.7 Conclusions Regarding Injection Pressure
6.7.1 Some Bases for Selection of Injection Pressures <\/td>\n<\/tr>\n
213<\/td>\n6.7.2 Special Considerations <\/td>\n<\/tr>\n
214<\/td>\nChapter 7. Miscellaneous Factors Affecting Grouting Effectiveness
7.1 Material and Mix Properties Affecting Grout Penetration
7.1.1 Rheology <\/td>\n<\/tr>\n
215<\/td>\n7.1.2 Specific Gravity
7.1.3 Settlement (Bleed)
7.1.4 Pressure Filtration <\/td>\n<\/tr>\n
216<\/td>\n7.1.5 Grain Size
7.1.6 Water-Repellent and Anti-Washout Characteristics
7.2 Fracture Characteristics Affecting Grout Penetration
7.2.1 Fracture Aperture <\/td>\n<\/tr>\n
217<\/td>\n7.2.2 Roughness
7.2.3 Hydraulic Routing <\/td>\n<\/tr>\n
218<\/td>\n7.2.4 Tortuosity
7.2.5 Porosity
7.2.6 Permeability <\/td>\n<\/tr>\n
219<\/td>\n7.3 Procedural Factors Affecting Grouting Effectiveness
7.3.1 Drilling Methods and Procedures <\/td>\n<\/tr>\n
220<\/td>\n7.3.2 Protection of Holes <\/td>\n<\/tr>\n
221<\/td>\n7.3.3 Grout Mixing Procedures
7.3.4 Choice of Grouting Method
7.3.5 Stage Refusal Criteria <\/td>\n<\/tr>\n
223<\/td>\n7.3.6 Closure Criteria <\/td>\n<\/tr>\n
224<\/td>\n7.3.7 Backfilling Method
7.4 Climatic Factors Affecting Grouting Effectiveness
7.4.1 Winter Grouting <\/td>\n<\/tr>\n
225<\/td>\n7.4.2 Hot-Weather Grouting <\/td>\n<\/tr>\n
227<\/td>\n7.5 Design Factors Affecting Grouting Effectiveness
7.5.1 Grout Curtain Depth <\/td>\n<\/tr>\n
228<\/td>\n7.5.2 Grout Curtain Length
7.5.3 Grout Curtain Width
7.5.4 Grout Hole Spacing <\/td>\n<\/tr>\n
229<\/td>\n7.5.5 Grout Hole Orientation <\/td>\n<\/tr>\n
230<\/td>\n7.6 Nebulous Factors Affecting Grouting Effectiveness <\/td>\n<\/tr>\n
231<\/td>\n7.7 Factors Affecting Grout Curtain Durability
7.7.1 Geochemical Environment
7.7.2 Grout Mix Design <\/td>\n<\/tr>\n
232<\/td>\n7.7.3 Hydraulic Gradient <\/td>\n<\/tr>\n
233<\/td>\n7.7.4 Erodibility or Solubility of the Rock Mass or Defect Infillings <\/td>\n<\/tr>\n
234<\/td>\nChapter 8. Drilling
8.1 Introduction <\/td>\n<\/tr>\n
235<\/td>\n8.2 Systems, Methods, and Applicability
8.2.1 Common Features <\/td>\n<\/tr>\n
236<\/td>\n8.2.2 Rock Drilling <\/td>\n<\/tr>\n
246<\/td>\n8.2.3 Overburden Drilling <\/td>\n<\/tr>\n
252<\/td>\n8.3 Drilling Equipment
8.3.1 Drilling Rigs <\/td>\n<\/tr>\n
253<\/td>\n8.3.2 Flush Pumps <\/td>\n<\/tr>\n
254<\/td>\n8.3.3 Winches <\/td>\n<\/tr>\n
255<\/td>\n8.3.4 Scaffolding <\/td>\n<\/tr>\n
258<\/td>\n8.3.5 Mobile Platforms
8.4 The Significance of Circulation Type and Application <\/td>\n<\/tr>\n
263<\/td>\n8.5 Borehole Deviation
8.5.1 Controls over Deviation <\/td>\n<\/tr>\n
265<\/td>\n8.5.2 Examples of Monitored Deviation Data <\/td>\n<\/tr>\n
267<\/td>\n8.5.3 Measurement of Deviation <\/td>\n<\/tr>\n
276<\/td>\n8.6 Recording of Drilling Progress and Parameters
8.6.1 Basic Concepts <\/td>\n<\/tr>\n
278<\/td>\n8.6.2 Manual Measurement While Drilling
8.6.3 Automated Measurement While Drilling <\/td>\n<\/tr>\n
283<\/td>\n8.7 Final Comments <\/td>\n<\/tr>\n
284<\/td>\nChapter 9. Grouting Equipment
9.1 Grout Mixers
9.1.1 High-Speed, High-Shear Colloidal Mixers <\/td>\n<\/tr>\n
287<\/td>\n9.1.2 Paddle Mixers <\/td>\n<\/tr>\n
289<\/td>\n9.1.3 Other Types of Mixers
9.2 Grout Agitators <\/td>\n<\/tr>\n
295<\/td>\n9.3 Grout Pumps
9.3.1 Progressive Cavity Pumps <\/td>\n<\/tr>\n
296<\/td>\n9.3.2 Piston Pumps <\/td>\n<\/tr>\n
297<\/td>\n9.3.3 Plunger Pumps
9.4 Auxiliary Equipment
9.4.1 Water Meters <\/td>\n<\/tr>\n
298<\/td>\n9.4.2 Flow Meters <\/td>\n<\/tr>\n
299<\/td>\n9.4.3 Water Tanks
9.4.4 Bentonite Hydration Tanks
9.5 Grout Plants <\/td>\n<\/tr>\n
301<\/td>\n9.5.1 Stationary (Central) Plants <\/td>\n<\/tr>\n
302<\/td>\n9.5.2 Modular (Containerized) Plants <\/td>\n<\/tr>\n
303<\/td>\n9.5.3 Bag Plants <\/td>\n<\/tr>\n
305<\/td>\n9.6 Basic Equipment for Grout Injection
9.6.1 Conventional Grout Headers <\/td>\n<\/tr>\n
307<\/td>\n9.6.2 Pressure Gauges
9.6.3 Pressure and Flow Recorders <\/td>\n<\/tr>\n
310<\/td>\n9.6.4 Packers <\/td>\n<\/tr>\n
311<\/td>\n9.6.5 Sleeved Pipes <\/td>\n<\/tr>\n
313<\/td>\n9.6.6 Multiple-Packer Sleeved Pipe System
9.7 Automated Recording and Control Systems
9.7.1 Recording and Monitoring Systems <\/td>\n<\/tr>\n
317<\/td>\n9.7.2 New Developments <\/td>\n<\/tr>\n
321<\/td>\n9.8 Uplift Monitoring Devices
9.8.1 General Considerations <\/td>\n<\/tr>\n
322<\/td>\n9.8.2 Simple Devices <\/td>\n<\/tr>\n
323<\/td>\n9.8.3 Recent Developments in Displacement Detection <\/td>\n<\/tr>\n
326<\/td>\nChapter 10. Preparation for Grouting
10.1 General Considerations
10.2 Excavation and Shaping
10.2.1 Core Foundation Excavation Depth <\/td>\n<\/tr>\n
327<\/td>\n10.2.2 Foundation Shaping
10.3 Geologic Mapping <\/td>\n<\/tr>\n
329<\/td>\n10.4 Bedrock Surface Treatment <\/td>\n<\/tr>\n
331<\/td>\n10.4.1 Treatment of Joints, Faults, and Fracture Zones <\/td>\n<\/tr>\n
333<\/td>\n10.4.2 Control of Springs and Seeps during Construction
10.4.3 Surface Coatings <\/td>\n<\/tr>\n
335<\/td>\n10.4.4 Dental Concrete
10.4.5 Regularizing Concrete
10.5 Grout Caps and Cutoff Walls <\/td>\n<\/tr>\n
337<\/td>\n10.6 Grout Galleries
10.7 Access for Drilling, Grouting, and Inspection
10.8 Work Area Protection <\/td>\n<\/tr>\n
338<\/td>\n10.9 Surveys
10.9.1 Preliminary Surveys <\/td>\n<\/tr>\n
339<\/td>\n10.9.2 Supplementary Surveys
10.10 Grout Nipples and Standpipes <\/td>\n<\/tr>\n
340<\/td>\n10.11 Arrangement of Equipment
10.11.1 Grout Plants and Agitators
10.11.2 Headers and Pressure and Flow Recorders <\/td>\n<\/tr>\n
342<\/td>\nChapter 11. Basic Procedures for Bedrock Grouting
11.1 Evolution of Bedrock Grouting Procedures <\/td>\n<\/tr>\n
343<\/td>\n11.2 Pattern and Sequence
11.2.1 Blanket Grouting <\/td>\n<\/tr>\n
344<\/td>\n11.2.2 Multiple-Row Curtains
11.2.3 Split-Spacing Sequences <\/td>\n<\/tr>\n
346<\/td>\n11.3 Bedrock Drilling Procedures <\/td>\n<\/tr>\n
349<\/td>\n11.4 Washing Procedures
11.4.1 Special Washing
11.4.2 Pressure Washing <\/td>\n<\/tr>\n
351<\/td>\n11.5 Water-Pressure Testing
11.5.1 Objectives <\/td>\n<\/tr>\n
353<\/td>\n11.5.2 Routine Water-Pressure Tests <\/td>\n<\/tr>\n
354<\/td>\n11.5.3 Multiple-Stage Water-Pressure Tests
11.6 Bedrock Grouting Procedures
11.6.1 General Procedures <\/td>\n<\/tr>\n
358<\/td>\n11.6.2 Packer Seating Procedure <\/td>\n<\/tr>\n
359<\/td>\n11.6.3 Grout Mixing Procedures <\/td>\n<\/tr>\n
360<\/td>\n11.6.4 Selection of Grout Injection Pressures <\/td>\n<\/tr>\n
362<\/td>\n11.6.5 Grout Injection Procedures <\/td>\n<\/tr>\n
374<\/td>\n11.6.6 Treatment of Special Problems <\/td>\n<\/tr>\n
375<\/td>\n11.6.7 Grout Hole Backfilling
11.7 Protection of Grout Holes <\/td>\n<\/tr>\n
376<\/td>\n11.8 Soil and Embankment Grouting Methods
11.8.1 Permeation Grouting
11.8.2 Compaction Grouting <\/td>\n<\/tr>\n
377<\/td>\n11.8.3 Hydrofracture Grouting
11.8.4 Jet Grouting
11.8.5 Deep Mixing Method (DMM) <\/td>\n<\/tr>\n
380<\/td>\nChapter 12. Supervision and Inspection
12.1 Overview <\/td>\n<\/tr>\n
381<\/td>\n12.2 Supervision <\/td>\n<\/tr>\n
383<\/td>\n12.3 Inspection <\/td>\n<\/tr>\n
386<\/td>\n12.3.2 Inspection of Grouting Operations <\/td>\n<\/tr>\n
388<\/td>\n12.4 Safety Considerations <\/td>\n<\/tr>\n
389<\/td>\n12.5 Duties of Data Coordinators <\/td>\n<\/tr>\n
390<\/td>\n12.6 Office Facilities for Grouting Operations <\/td>\n<\/tr>\n
391<\/td>\n12.7 Field Laboratory Facilities <\/td>\n<\/tr>\n
392<\/td>\nChapter 13. Records
13.1 General Considerations <\/td>\n<\/tr>\n
393<\/td>\n13.2 Field Records
13.2.1 Grout Hole Drilling Logs <\/td>\n<\/tr>\n
395<\/td>\n13.2.3 Pressure Testing and Grouting Logs <\/td>\n<\/tr>\n
396<\/td>\n13.2.4 Daily Grouting Reports
13.2.5 Field Testing Reports <\/td>\n<\/tr>\n
397<\/td>\n13.3 Office Records
13.3.1 Progress Records
13.3.2 Data Tabulations
13.3.3 Plan Drawings <\/td>\n<\/tr>\n
398<\/td>\n13.3.4 Profile Drawings <\/td>\n<\/tr>\n
399<\/td>\n13.3.5 Other Records
13.4 Progress Reports <\/td>\n<\/tr>\n
402<\/td>\nChapter 14. Quality Assurance, Quality Control, and Verification
14.1 The Review Process <\/td>\n<\/tr>\n
403<\/td>\n14.2 Closure Criteria
14.2.1 Permeability Criteria <\/td>\n<\/tr>\n
405<\/td>\n14.2.2 Grout Take Criteria <\/td>\n<\/tr>\n
407<\/td>\n14.2.3 Geologic Criteria <\/td>\n<\/tr>\n
408<\/td>\n14.2.4 Observational Criteria
14.3 Statistical Evaluation Procedures
14.3.1 Reduction Ratios <\/td>\n<\/tr>\n
410<\/td>\n14.3.2 Mean Value Bar Graphs
14.3.3 Frequency Distribution Histograms
14.3.4 Summation Curves <\/td>\n<\/tr>\n
411<\/td>\n14.3.5 Permeability Profiles <\/td>\n<\/tr>\n
412<\/td>\n14.4 Detailed Evaluation <\/td>\n<\/tr>\n
414<\/td>\n14.5 Verification Holes <\/td>\n<\/tr>\n
415<\/td>\n14.6 Quality Control Testing of Grouts <\/td>\n<\/tr>\n
416<\/td>\n14.7 The Final Test <\/td>\n<\/tr>\n
418<\/td>\nChapter 15. Some Considerations for Remedial Grouting
15.1 Outlook for Future Remedial Needs <\/td>\n<\/tr>\n
419<\/td>\n15.2 A Problem Appears <\/td>\n<\/tr>\n
420<\/td>\n15.3 The Search for Causative Factors
15.3.1 Geologic Factors <\/td>\n<\/tr>\n
422<\/td>\n15.3.2 Dissolution of Grout Curtain
15.3.3 Inappropriate Grouting Materials and Formulations <\/td>\n<\/tr>\n
423<\/td>\n15.3.4 Design Factors <\/td>\n<\/tr>\n
425<\/td>\n15.3.5 Inappropriate Drilling Procedures <\/td>\n<\/tr>\n
426<\/td>\n15.3.6 Inadequate Grouting Equipment <\/td>\n<\/tr>\n
427<\/td>\n15.3.7 Adverse Climatic Conditions
15.3.8 Inadequate Closure of Curtain <\/td>\n<\/tr>\n
428<\/td>\n15.3.9 Inadequate Injection Pressure
15.3.10 Inadequate Quality Assurance and Verification Procedures <\/td>\n<\/tr>\n
429<\/td>\n15.3.11 Lack of Connection to the Structure
15.3.12 Failure of Calculated Risk
15.3.13 Economic Factors <\/td>\n<\/tr>\n
430<\/td>\n15.4 Some Examples of Causative Factors <\/td>\n<\/tr>\n
432<\/td>\n15.5 Basic Considerations for Remedial Grouting <\/td>\n<\/tr>\n
433<\/td>\n15.6 Factors Impeding Remedial Grouting <\/td>\n<\/tr>\n
434<\/td>\n15.7 Basic Principles for Remedial Grouting <\/td>\n<\/tr>\n
435<\/td>\n15.7.1 Reduce the Reservoir Head if Feasible
15.7.2 Select Appropriate Grouting Materials <\/td>\n<\/tr>\n
436<\/td>\n15.7.3 Intersect the Voids and Other Openings <\/td>\n<\/tr>\n
437<\/td>\n15.7.4 Use Correct and Appropriate Grout-Delivery Systems
15.7.5 Monitor the Injection Data <\/td>\n<\/tr>\n
438<\/td>\n15.7.6 Monitor Seepage, Drains, Piezometers, and Wells
15.7.7 Modify the Program as Appropriate
15.7.8 Verify the Results of the Completed Remedial Work
15.8 Remedial Grouting Options
15.8.1 Targeted Supplementary Grouting <\/td>\n<\/tr>\n
439<\/td>\n15.8.2 Curtain Regrouting
15.8.3 New Upstream Curtain <\/td>\n<\/tr>\n
440<\/td>\n15.8.4 Partial Demolition and Reconstruction of the Dam
15.8.5 Illustrative Case Histories <\/td>\n<\/tr>\n
448<\/td>\n15.9 Some Considerations for Bid Procurement and Contract Administration <\/td>\n<\/tr>\n
450<\/td>\nChapter 16. Specifications and Contracts
16.1 General and Historical Perspective <\/td>\n<\/tr>\n
452<\/td>\n16.2 Types of Specifications and Contracts <\/td>\n<\/tr>\n
454<\/td>\n16.3 Items To Be Addressed in Specifications <\/td>\n<\/tr>\n
458<\/td>\n16.4 The Qualifications and Prequalification of Bidders <\/td>\n<\/tr>\n
459<\/td>\n16.5 The Need for Flexibility and a Partnering Mentality <\/td>\n<\/tr>\n
460<\/td>\n16.6 The Advisability of Independent Technical Review <\/td>\n<\/tr>\n
462<\/td>\nReferences <\/td>\n<\/tr>\n
486<\/td>\nIndex
A
B
C <\/td>\n<\/tr>\n
487<\/td>\nD
E
F <\/td>\n<\/tr>\n
488<\/td>\nG <\/td>\n<\/tr>\n
489<\/td>\nH
I <\/td>\n<\/tr>\n
490<\/td>\nJ
K
L
M
N
O <\/td>\n<\/tr>\n
491<\/td>\nP
Q
R <\/td>\n<\/tr>\n
492<\/td>\nS
T <\/td>\n<\/tr>\n
493<\/td>\nU
V
W
Y
Z <\/td>\n<\/tr>\n
494<\/td>\nAbout the Authors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Dam Foundation Grouting<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2007<\/td>\n494<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":79032,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-79031","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/79031","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/79032"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=79031"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=79031"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=79031"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}