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某岩基各项指标为:γ=25kN/m,c=30kPa,=30°,若荷载为条形荷载,宽度1m,则该岩基极限承载力理论值为:
A.1550kPa
B.1675kPa
C.1725kPa
D.1775kPa
参考答案:B
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