台灣邊坡的破壞主要原因是地錨鏽蝕，為了解決此問題，大地工程學會建議移除固定段與自由段間的封漿器，經現場地錨適用性試驗檢測之後，所得地錨拉拔行為良好，均符合現行規範。此外，為避免錨頭下方發生鋼絞線銹蝕，地錨錨頭下方以特製承壓鈑組合，將空隙以水泥漿灌滿，以確保防蝕效果。此承壓鈑組合可以目視方式，檢查錨頭下方灌漿是否確實?必要時，也可以電阻量測法來檢測地錨防蝕保護之完整性。此外，為量測地錨荷重變化，可利用Tell-tale 荷重計原理，以未下夾片之參考鋼絞線為參考鋼絞線，利用其與握線器間之相對伸縮量，來估算地錨之荷重變化。最後，地錨荷重計量測誤差問題之解決，可於承壓鈑上裝設定位螺絲，已改善施拉預力之過程中，施拉設備組立之共線問題。

Corrosion of ground anchors had caused many failures of tied-back slope in Taiwan. To deal with the corrosion problem of anchors, the Taiwan Geotechnical Society suggested that the seal between fixed and free ends of ground anchor be removed from the tendon assembly. The behaviour of anchors with seal removed was examined with suitability test procedure and good anchorage results were observed. To facilitate the process of filling up the annular space outside the plastic sheath and under the anchor head, a specially designed bearing plate assembly is used here. The effectiveness of this fill up grouting can be visually inspected from the bearing plate assembly. An electrical resistance test on the complete anchors confirmed the integrity of corrosion protection measures.
A simple and reliable method for measuring the long-term load changes of ground anchors was studied also. This method operates in a similar concept to that of the tell-tale load cell. It only requires the components used in a typical anchor assembly and consists of only one extra strand as the reference strand, which is not engaged by the anchorage. The suitability of this method was confirmed by stressing tests performed on field anchors. Finally, the accuracy of load cell measurement can be significantly improved by using positioning screws on the bearing plates to ensure the alignment of the stressing assembly including the load cell, hydraulic jack, and anchor head.

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