LEADER 04764nam 2200613Ia 450 001 9910458734503321 005 20200520144314.0 010 $a0-7844-7334-X 035 $a(CKB)2560000000053109 035 $a(EBL)3115294 035 $a(SSID)ssj0000483461 035 $a(PQKBManifestationID)12148306 035 $a(PQKBTitleCode)TC0000483461 035 $a(PQKBWorkID)10529787 035 $a(PQKB)10974231 035 $a(MiAaPQ)EBC3115294 035 $a(Au-PeEL)EBL3115294 035 $a(CaPaEBR)ebr10435224 035 $a(OCoLC)782925064 035 $a(EXLCZ)992560000000053109 100 $a20100427d2010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aCompaction grouting consensus guide$b[electronic resource] $eASCE/G-I53-10 /$fAmerican Society of Civil Engineers 210 $aReston, VA $cAmerican Society of Civil Engineers $cGeo-Institute, ASCE$dc2010 215 $a1 online resource (94 p.) 225 1 $aASCE standard 300 $aDescription based upon print version of record. 311 $a0-7844-1094-1 320 $aIncludes bibliographical references and index. 327 $a""Contents""; ""Standards""; ""Foreword""; ""Compaction Grouting Committee Roster""; ""Scope of the Consensus Guide""; ""1 Introduction to the Compaction Grouting Guide""; ""1.1 What Is Compaction Grouting?""; ""1.2 Short History of Compaction Grouting""; ""1.3 Purpose and Development of This Guide""; ""2 Mechanics of Compaction Grouting""; ""2.1 Basic Mechanics""; ""2.2 Soil Conditions""; ""2.3 Field Evidence on Compaction Grout Behavior""; ""3 Compaction Grouting Materials""; ""3.1 Introduction""; ""3.2 Factors Affecting Grout Mobility""; ""3.3 Composition""; ""3.4 Design of the Grout Mix"" 327 $a""4 Grouting in the Field""""4.1 Methodology""; ""4.2 Equipment""; ""4.2.1 Mixing""; ""4.2.2 Pumps""; ""4.2.3 Hoses and Fittings""; ""4.2.4 Safety on Site""; ""4.2.5 Casings""; ""4.2.6 Headers""; ""4.2.7 Fittings""; ""4.2.8 Pressure Gauges""; ""4.3 Drilling""; ""5 Subsurface Investigation for Compaction Grouting""; ""5.1 Investigation Planning""; ""5.2 General Investigations""; ""5.2.1 Data Review""; ""5.2.2 Sampling""; ""5.2.3 Investigation Limits""; ""5.2.4 Laboratory Testing""; ""5.2.5 Analysis and Report""; ""5.3 Investigations for Grouting Design"" 327 $a""5.3.1 Defining the Purpose of Grouting""""5.3.2 Defining the Mechanism of Grouting""; ""5.3.3 Determining the Extent of Grouting""; ""5.3.4 Selecting Exploration Methods""; ""5.3.5 Logging of Field Investigation""; ""5.3.6 Field Inspectors""; ""5.3.7 Flexibility to Accommodate the Unexpected""; ""5.3.8 Record and Report Everything""; ""6 Design of Compaction Grouting""; ""6.1 Introduction""; ""6.2 Geometric Idealization of the Grout Mass""; ""6.3 Suitability of In Situ Soil for Compaction Grouting""; ""6.4 Pressurea???Volume Behavior of In Situ Soil"" 327 $a""6.5 Pressurea???Volume Behavior of Grout""""6.6 Pressure Losses in the Casing""; ""6.7 Injection Sequence""; ""6.8 Injection Spacing""; ""6.9 Estimating Grout Quantities""; ""6.9.1 Densification""; ""6.10 Limitations on Grout Injection""; ""6.10.1 Soil Confinement""; ""6.10.2 Influence on Structures""; ""6.11 Measuring Refusal""; ""6.12 Grouting Records""; ""7 Analysis of Compaction Grouting""; ""7.1 Introduction""; ""7.2 Methods of Analysis""; ""7.2.1 Geometric Idealization""; ""7.2.2 Alternative Soil Models""; ""7.2.3 Importance of Large Strain""; ""7.2.4 Simple Approach"" 327 $a""7.2.5 Numerical Cavity Expansion""""7.2.6 Commercial Finite Element Codes""; ""7.2.7 Consolidation of the In Situ Soil during and after Grouting""; ""7.3 Importance of Monitoring Grout Injection""; ""7.4 Centrifuge Modeling""; ""7.5 Field Trials""; ""8 Verification of Grouting Effectiveness""; ""8.1 Overview of Verification Program Development""; ""8.2 Planning an Effective Program""; ""8.2.1 Goals of Verification""; ""8.2.2 Verification by Design""; ""8.2.3 Test or Preconstruction Grouting""; ""8.2.4 Monitoring During Construction""; ""8.3 Verification Methods""; ""8.4 Detecting Movement"" 327 $a""8.4.1 Crack Monitors"" 606 $aGrouting$xStandards$zUnited States 606 $aSoil compaction$xStandards$zUnited States 606 $aSoil stabilization$xStandards$zUnited States 608 $aElectronic books. 615 0$aGrouting$xStandards 615 0$aSoil compaction$xStandards 615 0$aSoil stabilization$xStandards 676 $a624.151363 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910458734503321 996 $aCompaction grouting consensus guide$92064511 997 $aUNINA