| Status | 已發表Published |
| Chapter 20: Pullout Resistance of Grouted Soil Nails | |
Zhou, W. H. 
| |
| 2015-09-01 | |
| Source Publication | Ground Improvement Case‐Histories: Embankments with Special Reference to Consolidation and Other Physical Methods |
| Publisher | Elsevier Ltd. |
| Pages | 533-571 |
| Abstract | In this chapter, the behavior and design methods of the soil-nailing system are first reviewed. Different methods for determination of soil nail pullout resistance are discussed. Then, the technique and test procedures for laboratory pullout testing of grouted soil nails under controlled overburden pressure, degrees of saturation, and grouting pressure are introduced. Next, the effects of some key factors on the pullout resistance of grouted soil nails are discussed. The factors include overburden pressure, degree of saturation, and grouting pressure in both unsaturated and saturated conditions. Finally, a probabilistic estimation of pullout resistance of grouted soil nail using Bayesian model class selection is presented. |
| Keyword | soil nail pullout resistance Degree of saturation overburden pressure grouting pressure |
| Language | 英語English |
| ISBN | 9780081002391 |
| The Source to Article | PB_Publication |
| PUB ID | 14511 |
| Document Type | Book chapter |
| Collection | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING |
| Corresponding Author | Zhou, W. H. |
| Recommended Citation GB/T 7714 | Zhou, W. H.. Chapter 20: Pullout Resistance of Grouted Soil Nails[M]. Ground Improvement Case‐Histories: Embankments with Special Reference to Consolidation and Other Physical Methods:Elsevier Ltd., 2015, 533-571. |
| APA | Zhou, W. H..(2015). Chapter 20: Pullout Resistance of Grouted Soil Nails. Ground Improvement Case‐Histories: Embankments with Special Reference to Consolidation and Other Physical Methods, 533-571. |
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