机译:带有预制垂直排水沟的上海厚软土上土工格栅加筋土墙的不稳定性:一个案例研究
Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China,School of Applied Sciences and Engineering, Monash University, Churchill 3842, Victoria, Australia;
Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;
Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;
Department of Geotechnical Engineering, School of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;
Reinforced soil wall; Soft soils; Prefabricated vertical drains; Pore water pressure; General sliding failure;
机译:土工格栅加筋墙在PVD排水的多层软土上的性能
机译:“软粘土中桩预制垂直漏极(PVD)相互作用的探讨”
机译:回复Mesri的讨论“软粘土中桩预制垂直漏极(PVD)相互作用的”桩桩“
机译:用预加载系统和预制垂直排水跑道,软土地区土壤沉降分析
机译:深层混合土加筋板对减少软黏土地震放大的影响-刚性壁板和层状容器的比较。
机译:粒径对土工格栅加筋粗粒土剪切特性的影响
机译:距离和预制垂直漏极(PVD)模式对软粘土土地修复的影响=预制垂直排水管距离与图案改善软粘土土壤的影响