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The bearing capacity behavior and load transfer mechanism of small diameter pure-friction long pile in Wenzhou soft clay area are discussed,based on the static loading test and axial force test. 通过温州深厚软土地区小直径纯摩擦长桩的静载荷试验和桩身轴力的测试,探讨了小直径纯摩擦长桩的承载力性状和荷载传递机理,把实测摩阻力与理论值进行比较,指出这类桩从承载力角度看,存在着有效桩长。
Study on the bearing capacity behavior of the excavated belled piles on the complicate old gully site 复杂古冲沟场地人工挖孔桩的承载性状
Numerical analysis of bearing capacity behavior of foundation under combined loading 复合加载模式作用下地基承载性能数值分析
Numerical analysis of bearing capacity behavior of suction caisson foundations under combined loading 复合加载条件下吸力式沉箱基础承载特性数值分析
bearing capacity behavior 受力性能
Bearing capacity research of high and low ACSR. 高(浅)拱形波纹钢屋盖承载力的研究。
The speed index is the development index of the bearing capacity. 速度指标为承载力发展指数。
Study on environmental bearing capacity and its quantification. 环境承载力的本质及其定量化初步研究。
Bearing capacity research of ACSR with unequal altitude support. 支座不等高拱形波纹钢屋盖承载力的研究。
Conic roller bearing is used for desirable bearing capacity. 园锥滚柱轴承，承载力大。
The hysteresis behavior, bearing capacity, ductility, energy dissipation, rigidity degeneration are studied systematically. 分析了新型组合框架滞回性能、载能力、性、能能力、度退化等受力性能。
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。
The bearing capacity is related to many factors such as width and space of CFS. 承载力的提高与碳纤维布条的幅宽、净间距等因素有关，试验测得在不同的条件下，承载力的提高幅度为19%25~37%25。
Lining cracks will affect the bearing capacity and the safety of tunnels. 隧道衬砌开裂将影响隧道的承载能力和使用安全。
The current formula of bearing capacity of compound foundation is revised. 并对目前复合地基承载力的计算公式进行了修正。
The ultimate uplift bearing capacity,failure mechanism of piles were studied. 研究了极限上拔承载力和抗拔桩的破坏机理。
The formula for evaluating the horizonta l limit bearing capacity is suggested. 建议了计算单桶基础水平极限承载力的关系式。
Therefore, the calculating method for the bearing capac ity and the deformation of underpinning structure were derived. 并建立了新旧混凝土交接面承载力的计算公式 ;进而提出了桩梁式托换结构承载力和变形的计算方法 .
The paper also puts forward some suggestions for defining bearing capac ity by engineering piles. 同时 ,提出了利用工程桩作压载试验确定桩承载力的有关建议
According to the complex behavior of strip foundation beams of pile, the internal stress distribution of foundation beams is influenced by the indetermination and random of the bearing capacity of pile foundations under the beams. 摘要在考虑基桩承载力差异性和桩土共同工作等因素的基础上引入随机优化分析理论，提出了基桩承载力随机生成的计算机方法，并采用遗传算法对承台梁内力进行随机分析。