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Geotechnical investigation and tension-pile solution for foundation of SFT prototype at Qiandao Lake 会议论文
The 1st International Symposium on Archimedes Bridge, Qiandao Lake, China, 2010-10
Authors:  Gao FP(高福平);  Yan WJ(鄢文杰);  Ge F(葛斐)
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Tension-pile Group  Geotechnical Investigation  Submerged Floating Tunnel  Foundation Solution  
Response of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 20-30
Authors:  Wang L(王丽);  Lu XB(鲁晓兵);  Shi ZM(时忠民)
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Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 50-55
Authors:  Lu XB(鲁晓兵);  Wang L(王丽);  Shi ZM(时忠民)
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On the Bearing Capacity of Suction Bucket Foundations in Saturated Sand 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 45-49
Authors:  Jiao BT(矫滨田);  Lu XB(鲁晓兵);  Shi ZM(时忠民)
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Numerical Simulation of Liquefaction Deformation of Sand Layer around Bucket Foundations under Dynamic Loadings 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 期号: 2, 页码: 75-81
Authors:  Li C(李驰);  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li C(李驰)
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The Effects of Grain Size Distribution and Structure on Mechanical Behavior of Silt 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 82-85
Authors:  Wang SY(王淑云);  Lu XB(鲁晓兵);  Shi ZM(时忠民)
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Dimensionless Analysis of the Simulation of Bucket Foundations under Dynamic Load 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 56-62
Authors:  Zhang XH(张旭辉);  Lu XB(鲁晓兵);  Shi ZM(时忠民)
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Effects of the Spudcan Penetration on the Adjacent Foundations 期刊论文
The Open Ocean Engineering Journal, 2010, 卷号: 3, 页码: 38-44
Authors:  Wu YR(吴永韧);  Lu XB(鲁晓兵);  Zhang XH(张旭辉)
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Study on the Capacity Degradation of Bucket Foundation in Liquefied Sand Layer under Cyclic Loads 期刊论文
The Open Ocean Engineering Journal, 2010, 期号: 3, 页码: 86-92
Authors:  Li C;  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li C(李驰)
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液化土层中桶形基础承载力弱化的数值模拟 期刊论文
中国海上油气, 2010, 期号: 01, 页码: 65-68+72
Authors:  鲁晓兵;  李驰;  王淑云
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液化土层  桶形基础  等效动冰载  液化度  弱化规律  数值模拟