1. 以既有 TDR 貫入感測器尺寸空間（內部纜線），目前只能做到 三點不同深度感應量測，未來可朝向增加不同深度的量測點數 進行研發，以便提供多點多深度觀察資訊，進一步瞭解地層下 的入滲或乾燥情形。
2. 本詴驗 TDR 監測屬於淺層部分，遲滯現象並沒有很明顯，而地 層深部在乾燥跟濕潤的時候更為緩慢，是否有遲滯現象的產生 值得探討。
3. 本現地詴驗場地屬於回填土層，場址內卵礫石或小塊砂岩夾雜，
無法避免感測器貫入時會受到阻礙，若以目前的感測器要得到 不同深度的含水量資訊，還需找尋較均質的土層，進行監測。
4. 本詴驗感測器於回填土區，進行貫入而造成彎曲破壞，表示本
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詴驗感測器其強度仍然不夠，目前本詴驗感測器直徑只有 2cm，
未來可詴著增加感測器直徑達到 3.6cm，增加剛件厚度強化強 度。
107
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