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涉水岸坡岩土体变形与稳定性
岸坡岩土体数值计算
水力耦合机制与数值模拟
水压致裂
干湿循环作用下岩土体的强度退化规律
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Doctoral Degree in Engineering
刘广
Recommended MA Supervisor
Hefei University of Technology
MOBILE Version