Disturbed soil properties and geotechnical design

書誌事項

Disturbed soil properties and geotechnical design

Andrew Schofield

Thomas Telford, 2005

大学図書館所蔵 件 / 3

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注記

Includes bibliographical references and index

内容説明・目次

内容説明

"Andrew Schofield deserves to be regarded as one of the geniuses of soil mechanics of the latter half of the 20th century" Professor Mark F. Randolph, The University of Western Australia, Perth This book describes the developments leading to the Original Cam Clay model, focusing on fundamentals of the shearing of soil. The aim is to lay the groundwork of understanding that should form the basis of geotechnical design, guiding engineers towards the class of behaviour to be expected under different combinations of effective stress and water content.

目次

Preface Introduction Slip-plane properties Interlocking, critical states (Cs) and liquefaction Soil classification and strength Limiting stress states and Cs Plasticity and original cam-clay (Occ) Geotechnical plastic design

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詳細情報

  • NII書誌ID(NCID)
    BA75149021
  • ISBN
    • 0727729829
  • 出版国コード
    uk
  • タイトル言語コード
    eng
  • 本文言語コード
    eng
  • 出版地
    London
  • ページ数/冊数
    xviii, 142 p.
  • 大きさ
    24 cm
  • 分類
  • 件名
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