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机译:砂土中驱动预应力高强混凝土桩的现场特性
Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China;
Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China;
School of Recourses and Environmental Engineering, Hefei Univ. of Technology, Hefei, Anhui, 230009, China;
Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K.;
School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China;
Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China;
Prestressed concrete (PHC) driven pile; Cone penetration test; Onshore; Sand; Capacity; Layered profile; Time effect and aging;
机译:预应力高强混凝土桩的抗拔性能及荷载传递机理
机译:粘土中顶开预应力高强混凝土管桩的桩载试验
机译:不同细节预应力高强混凝土桩桩帽连接的抗震性能
机译:受桩土作用影响预应力混凝土连续梁桥的地震行为
机译:预应力无粘结筋的高强度混凝土梁的抗弯性能。
机译:开口预应力高强混凝土管桩挤入黏土的现场性能
机译:砂土中驱动预应力高强混凝土桩的现场特征
机译:高强混凝土预应力桥梁:长期和抗弯性能