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- Based on the load tests of 8 large diameter belled piers and 2 friction piles,the vertical bearing behavior of the belled pier in non-collapsing loess-like soil is studied. 根据同一试验场地厚层非湿陷性黄土状土中8根大直径扩底墩、2根等直径桩的竖向承载力静载试验,对扩底墩的竖向承载性状进行了研究。
- To study vertical bearing behavior of the foundation,a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method. 为研究其竖向承载特性,在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。
- Vertical bearing behavior of large diameter short-belled pier in sand-cobble layer 砂卵石层上大直径扩底短墩竖向承载性状
- Numerical Analysis of Vertical Bearing Behavior of Belled Pier Under Different Soil Parameters 土体参数对扩底墩竖向承载性状影响的数值分析
- vertical bearing behavior 竖向承载性状
- Central position fixing, circumambient supporting,vertical bearing,and frame structure are applied to design of 2 # noumenon of casting wheel. 2%23浇铸机的圆盘本体设计采用中心定位,周边支承,垂直受力,框架结构。
- Based on the test results, the design method of vertical bearing capacity of the retractable drilling shaft lining was obtained. 由此提出了可缩性钻井井壁竖向承载力的设计方法。
- This paper analyzed the influencing factor of bearing behavior and settlement of PC pile composite foundation by field test and FEM. 但理论研究的相对滞后,必然会制约其发展的空间和速度。
- With the development of municipal engineering, large diameter belled piles are used more and more widely, but the study on vertical bearing mechanism of it is not enough for the practice. 随着我国工程建设的发展,大直径扩底桩应用越来越广泛,然而对其竖向承载机理的研究却远不够。
- Then according to the bearing behavior of arcade tunnel,the internal force of one side bearing and both sides bearing have been calculated and analyzed by using the method of loading-structure. 接着根据连拱隧道的承载特点,按荷载结构法分析计算了单侧承载及整体承载条件下的隧道内力,据此提出了一种简化为单拱的计算方法。
- The load bearing behavior of single bored piles grouted at the bottom of pile with sand and stone layers is researched.The characteristics of tip resistance and side friction of pile are analyzed. 研究了持力层为砂卵石层单钻孔灌注桩桩底注浆承载性状，并且综合对比分析了桩端阻力和桩侧阻力的特性。
- At last, design means related to the bearing behavior of diaphragm wall foundation are expounded, and some suggestion and improvement are presented associating testing diaphragm wall foundation. 最后,本文还阐述了与地下连续墙基础承载特性相关的设计计算方法,并结合试验墙基础,提出了相关设计建议和改进。
- the vertical bearing capacity of single pile 单桩竖向极限承载力
- The vertical line meets the horizontal one here. 垂直线与水平线在此相交。
- His behavior was beyond bearing. 他的行为令人忍无可忍。
- vertical bearing capacity of pile 竖向承载力
- vertical bearing draught steel bar 纵向受拉钢筋
- vertical bearing of individual pile 单桩竖向承载力
- Study on over-length drilled pile bearing behavior under vertical load 超长钻孔桩竖向承载性状的试验研究
- ultimate vertical bearing capacity 竖向极限承载力
