Description

Book Synopsis

Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability.

Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, which was published in 2009 and dealt primarily with strong rocks. Both books were commissioned under the Large Open Pit (LOP) project, which is sponsored by major mining companies. These books provide summaries of the current state of practice for the design, implementation and assessment of slopes in open pits, with a view to meeting the requirements of safety, as well as the rec

Table of Contents

Preface

  1. Introduction
  2. Field Data Collections
  3. Weak Rocks Strength Models
  4. The Role of Water in Slope Design for Weak Rocks
  5. Slope Design Considerations
  6. Cemented Sediments
  7. Weak Sedimentary Mudrocks
  8. Weak Sedimentary Coal, Chalk and Limestone
  9. Saprolite – Residual Soil and Weathered Rock
  10. Soft iron ores and other leached rocks
  11. Hydrothermally Altered Rock
  12. Design Implementation and Operational Considerations

References

Index

Guidelines for Open Pit Slope Design in Weak

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    Order before 4pm today for delivery by Fri 26 Jun 2026.

    A Hardback by Derek Martin, Peter Stacey

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      View other formats and editions of Guidelines for Open Pit Slope Design in Weak by Derek Martin

      Publisher: Taylor & Francis Ltd
      Publication Date: 08/12/2017
      ISBN13: 9781138298095, 978-1138298095
      ISBN10: 1138298093

      Description

      Book Synopsis

      Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability.

      Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, which was published in 2009 and dealt primarily with strong rocks. Both books were commissioned under the Large Open Pit (LOP) project, which is sponsored by major mining companies. These books provide summaries of the current state of practice for the design, implementation and assessment of slopes in open pits, with a view to meeting the requirements of safety, as well as the rec

      Table of Contents

      Preface

      1. Introduction
      2. Field Data Collections
      3. Weak Rocks Strength Models
      4. The Role of Water in Slope Design for Weak Rocks
      5. Slope Design Considerations
      6. Cemented Sediments
      7. Weak Sedimentary Mudrocks
      8. Weak Sedimentary Coal, Chalk and Limestone
      9. Saprolite – Residual Soil and Weathered Rock
      10. Soft iron ores and other leached rocks
      11. Hydrothermally Altered Rock
      12. Design Implementation and Operational Considerations

      References

      Index

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