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20,000 ریال |
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20,000 ریال |
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20,000 ریال |
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20,000 ریال |
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COMPARISON OF HIGH SPEED RAILWAY BRIDGE FOUNDATION DESIGN |
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20,000 ریال |
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20,000 ریال |
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LOWER BOUND ANALYSIS OF SLOPES UNDER VARIABLE REPEATED DYNAMIC LOADS BY STRENGHT REDUCTION METHOD |
20,000 ریال |
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