GETARAN PILAR JEMBATAN PROGO
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Abstract
Kondisi pilar jembatan Progo dievaluasi dari segi perilaku dinamik dengan mengadakan pengukuran getaran di lapangan. Analisa teoritik dimodifikasi dengan parameter dinamik sehingga diperoleh tinggi efektif pilar terhadap titik jepit dalam pondasi tiang sumuran. Titik jepit pondasi dalam arah melintang dan memanjang jembatan menjadi kriteria untuk kondisi stabilitas pilar. Stabilitas pilar menjadi dasar dalam menentukan cara pengamanan dan perkuatan pilar.
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