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9 Soil Compaction

Date post: 27-Sep-2015
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Topics? General Principles? Soil Compaction in the Lab:? Factors affecting Compaction? Structure of Compacted Clay Soil? Field Compaction? Specification for Field Compaction? Determination of Field Unit Weight of Compaction
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University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi Asst. Prof. Khalid R. Mahmood (PhD.) 224
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  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    224

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    225

    Soil Compaction

    Topics i General Principles i Soil Compaction in the Lab: i Factors affecting Compaction i Structure of Compacted Clay Soil i Field Compaction i Specification for Field Compaction i Determination of Field Unit Weight of Compaction

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    226

    i General Principles

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    227

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    228

    i Soil Compaction in the Lab:

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    229

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    230

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    231

    i Factors affecting Compaction

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    232

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    233

    Curve type Soil properties A (one peak) Soil with liquid limit 30-70 B (one & half Peak) Soil with liquid limit < 30 C (double peak) D (odd shape) Soil with liquid limit >70

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    234

    Effect of compaction effort

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    235

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    236

    i Structure of Compacted Clay Soil

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    237

    i Field Compaction

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    238

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    239

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    240

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    241

    i Specification for Field Compaction

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    242

  • University of Anbar College of Engineering Civil Engineering Department Iraq-Ramadi

    Asst. Prof. Khalid R. Mahmood (PhD.)

    243

    i Determination of Field Unit Weight of Compaction


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