- Page 1 and 2: Cement Stabilization of Soils Matth
- Page 3 and 4: Concrete Concrete Soil--Cement Soil
- Page 5 and 6: APPLICATIONS
- Page 7: Construction Problems with Silts or
- Page 11 and 12: Benefits of Cement-Modified Cement
- Page 13 and 14: Cement Reactions with Clay Primary
- Page 15 and 16: Clay particle Negatively charged cl
- Page 17 and 18: Secondary Reaction Clay participat
- Page 19 and 20: Hydration clay particle clay-cement
- Page 21 and 22: Ca(OH) 2 clay particle (SiO 2 , Al
- Page 23 and 24: DESIGN
- Page 25 and 26: ASTM C136 Standard Test Method for
- Page 27 and 28: Hydrometer
- Page 29 and 30: Plasticity Index (PI) The range of
- Page 35 and 36: ASTM D558 Standard Test Methods for
- Page 37 and 38: Moisture/Density Relationship
- Page 40 and 41: ASTM D559 Standard Test Methods for
- Page 42 and 43: Wet-Dry Wet Dry Tests Wet-Dry Soa
- Page 44 and 45: 0.00% to 0.30% - Sulfate Levels Too
- Page 48 and 49: CMS Strength Determination The obje
- Page 50 and 51: FDR Strength Determination Unconfi
- Page 52 and 53: Early Research Involving Cement-Mod
- Page 56 and 57: Plasticity Index (%) 50 40 30 20 10
- Page 58 and 59:
Current Research Involving Cement-M
- Page 60 and 61:
Tube Suction Test (TST) for Moistur
- Page 62 and 63:
Interpreting TST Results
- Page 65 and 66:
Summary of Recommended Laboratory T
- Page 67:
CONSTRUCTION
- Page 80 and 81:
TESTING
- Page 82 and 83:
Secondary Testing Requirements Thic
- Page 84 and 85:
PERFORMANCE
- Page 86 and 87:
The final impact of CMS
- Page 88 and 89:
Summary: Cement Effects Strength i
- Page 90 and 91:
Full-Depth Full Depth Reclamation w
- Page 92 and 93:
The New Base The new cement recycle
- Page 94 and 95:
Soil-Cement Soil Cement Materials i
- Page 96 and 97:
Pavement Loadings…. An Increasing
- Page 99 and 100:
Pavement Distress Alligator Crackin
- Page 101 and 102:
Pavement Distress Base Failure
- Page 103 and 104:
Pavement Distress Potholes
- Page 105 and 106:
Pavements in the United States Conc
- Page 107 and 108:
Applications Low volume roadways
- Page 109 and 110:
Engineering Benefits • Retards Re
- Page 111 and 112:
Creates Stable Base Bonds particle
- Page 113 and 114:
DESIGN (Preconstruction Evaluation)
- Page 117 and 118:
Mix Design The mix design procedure
- Page 119:
Moisture/Density Relationship
- Page 122 and 123:
Test for Strength Unconfined Compr
- Page 125:
Aggregate Adjustment (if necessary)
- Page 131 and 132:
Material Removal Excess material ca
- Page 133 and 134:
Cement Spreading (Slurry)
- Page 135:
Moisture Addition Water is added t
- Page 138:
Compaction Material is compacted
- Page 141 and 142:
Surfacing Surface course is applie
- Page 143 and 144:
Review of Construction Procedure As
- Page 145 and 146:
Reflective Cracking Can it be preve
- Page 147 and 148:
PCA Document LT 299
- Page 149:
Testing Moisture
- Page 154 and 155:
Testing Thickness
- Page 156 and 157:
Testing Stability
- Page 158 and 159:
Retards Reflective Cracking
- Page 160 and 161:
Eliminates Rutting Below Surface Un
- Page 162 and 163:
Reduced Moisture Susceptibility Hig
- Page 164 and 165:
Asphalt Strain 0.0005 0.0004 0.0003
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Welcome to Navasota, TX Population
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Rents CMI 425 for $14,000 ($20,000
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FM 1017 Jim Hogg County (2002) Two
- Page 172 and 173:
City of Fort Worth
- Page 174 and 175:
Replace vs Recycle Full reconstruct
- Page 176 and 177:
Tarrant County Reclaiming with cem
- Page 178 and 179:
TxDOT - Amarillo Construction proc
- Page 180 and 181:
Texas DOT Bryan District On rural
- Page 182 and 183:
Who Is Using It In Texas? Bedford B
- Page 184 and 185:
Base and Subbase Materials 100- 0-
- Page 186 and 187:
for additional information, please
- Page 188:
Thank You! Matthew W. Singel, P.E.