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多節泡壓密注漿錨桿抗拔計算理論與應用優化(英文版土木工程專業岩土方向研究生系列教材)

  • 作者:葉新宇//張升//王善勇//劉蔚//王瓊|責編:劉穎維
  • 出版社:中南大學
  • ISBN:9787548766223
  • 出版日期:2025/12/01
  • 裝幀:平裝
  • 頁數:181
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內容大鋼
    傳統注漿錨桿具有拉拔軟化特徵、加固厚覆蓋層邊坡錨固強度常常不夠等問題,本書提出了多節泡壓密注漿錨桿。其通過注漿形成節泡,大幅壓密周圍土體,提高錨固段強度,並在拉拔過程中產生顯著的拉拔硬化特徵,能有效提升邊坡的抗滑韌性,為邊坡失穩預警和搶險提供寶貴的應對時間。針對這種新型錨桿,本書系統闡述了其抗拔性能、傳力機制、抗拔力計算理論、蠕變計算模型及設計優化及應用。
    本書可供土木工程設計、施工人員,相關專業本科生、研究生,以及對錨桿有研究興趣的科研人員參考閱讀。

作者介紹
葉新宇//張升//王善勇//劉蔚//王瓊|責編:劉穎維

目錄
Chapter 1 Introduction
  1.1  Background
  1.2  Literature review
  1.3  Proposed idea
  1.4  Objectives
  1.5  Structure of this book
  References
Chapter 2 Pull-out performance of the compaction-grouted anchor with grout bulb
  2.1  Overview
  2.2  Materials, test apparatus, procedure and scheme
  2.3  Pull-out behavior of the compaction-grouted anchor
  2.4  Comparison of the conventional grouted and compaction-grouted anchor
  2.5  Summary
  References
Chapter 3 Force transfer mechanism of the compaction-grouted anchor with grout bulb
  3.1  Overview
  3.2  Numerical model for compaction-grouted anchor with single grout bulb
  3.3  Force transfer mechanism of the compaction-grouted anchor with single grout bulb
  3.4  Finite element model for anchor with multiple grout bulb
  3.5  Force transfer mechanism of the compaction-grouted anchor with multiple grout bulb
  3.6  Summary
  References
Chapter 4 Calculation theory for the pull-out force of compaction-grouted anchor with grout bulb
  4.1  Overview
  4.2  Hyperbolic pull-out model for compaction-grouted anchors
  4.3  Hyperbolic pull-out model for compaction-grouted anchors with double grout bulb
  4.4  Hyperbolic pull-out model for compaction-grouted anchors with multiple grout bulb
  4.5  Hyperbolic pull-out model for compaction-grouted anchors based on cavity expansion theory
  4.6  Summary
  References
Chapter 5 The application with optimisation for the compaction-grouted anchor with grout bulb
  5.1  Overview
  5.2  Improvement of surrounding soils due to grouting with geotextiles
  5.3  Comparison of pull-out performance of conventional and optimized compaction-grouted anchor with grout bulb
  5.4  Practical application of the optimized compaction-grouted anchor with grout bulb
  5.5  Analysis of practical application
  5.6  Summary
  References
Chapter 6 Creep model for grout-bulb anchors by coupling the shear and compressive behavior of the surrounding soil
  6.1  Overview
  6.2  Creep test
  6.3  Coupling creep model
  6.4  Parametric analyses
  6.5  Summary
  References
Chapter 7 Conclusion and outlook
  7.1  Conclusion
  7.2  Outlook

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