考虑坡度效应的水平受荷桩应变楔计算方法
陡坡桩、应变楔、弹性地基梁、水平受荷桩
39
TU443(土力学、地基基础工程)
国家自然科学基金51278184,51678230;教育部新世纪优秀人才支持计划NCET-13-194;湖南大学青年教师成长资助项目.This work was supported by the National Natural Science Foundation of China51278184,51678230;the Program for New Century Excellent Talents in University of Ministry of Education of ChinaNCET-13-194;the Excellent Young Teachers Program of Hunan University
2018-06-07(万方平台首次上网日期,不代表论文的发表时间)
共10页
1271-1280