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机译:淹没式瓦砾土墩防堤周围动态土壤反应的数值研究:Ⅱ。松散的沙滩
Hohai Univ State Key Lab Hydrol Water Resources & Hydraul En Nanjing 210098 Peoples R China;
Zhejiang Univ Sci & Technol Sch Civil Engn & Architecture Hangzhou 310023 Peoples R China;
Ocean Univ China Coll Environm Sci & Engn Qingdao 266100 Peoples R China;
Griffith Univ Sch Engn & Built Environm Gold Coast Campus Southport Qld Australia;
Hohai Univ State Key Lab Hydrol Water Resources & Hydraul En Nanjing 210098 Peoples R China;
Hohai Univ State Key Lab Hydrol Water Resources & Hydraul En Nanjing 210098 Peoples R China;
Fluid-seabed-structure interactions (FSSI); Loose sand deposits; Generalized plasticity model PZIII; Progressive liquefaction;
机译:淹没式碎石堤防波堤周围土壤动力响应的数值研究
机译:海底瓦砾土墩防波堤系统动态响应及液化分析
机译:海底瓦砾土墩防波堤系统动态响应及液化分析
机译:沉箱破壁下破壁和水下破壁引起的动力响应
机译:低波浪碎石堆防波堤在波浪作用下的透射,反射和稳定性研究。
机译:淹没式防波堤减轻海啸危害的数值研究
机译:由于海啸集中在防海峡瓦砾土墩和海底土壤的不同渗透性,擦洗过程
机译:作者:郝建军,邹琦,王建华,岩土力学ROCK