土釘擋土工法導論

Introduction to Soil Nailing Technique

陳榮河(Rong-Her Chen) ； 何嘉浚(Chia-Chun Ho)

《地工技術》 98期 (2003/12) Pp. 5-16

https://doi.org/10.30140/SG.200312.0001

摘要

土釘擋土工法因具有施工迅速且成本低廉等之優點，故於歐美地區使用普遍；而國內則是近十年來才開始較廣泛的將土釘使用於邊坡穩定及開挖擋土結構。雖然土釘自1970年代發展迄今已逾三十年，相關之研究卻一直到1980年以後才陸續提出，然其現地加勁原理、力學機制及設計方法等，仍有部份未臻明確之處。本文主要目的便是針對土釘現地加勁技術之原理及特性，以及其與類似工法間之異同點進行比較，同時針對相關之設計理念及穩定分析方法、監測計畫等進行廣泛之介紹。

關鍵字

土釘 ； 加勁 ； 穩定分析 ； 監測

並列摘要

Soil nailing reinforcing technique has been popular in western countries, because it has merits of rapid and economic construction. However, Taiwan began to employ this technique to stabilize slopes and excavations only until ten years ago. Though it has been thirty years after the development of soil nailing technique since 1970s, the method still has some area under active research such as mechanism, design method, etc. This article compares the differences in the reinforcing principles among similar reinforcement methods at first. Then, the reinforcing characteristics, designing methods as well as monitoring program are also introduced extensively.

並列關鍵字

soil nailing ； reinforcement ； stability analysis ； monitorning