加州承载比试验是评价路基土和路面材料强度及稳定性的重要技术指标，对于路基填筑材料的合理选择具有重要的参考意义。
California bearing ratio is a technical judgment indicator of the intension of subgrade and pavement strength. It is important to the selection of subgrade padding.
基于入和没入硬层时有限元数值模拟对比分析和持力层不同时同场地现场对比试验资料分析，对大直径超长灌注桩的承载潜力问题进行了探讨。
Based on the field loading tests and FEM numerical simulation analysis, the paper probes into the potential bearing capacity of large diameter and super-long bored-cast-place piles.
基于全国各地的同场地挤扩支盘桩和等直径桩的对比试验资料，对挤扩支盘桩的承载性能进行了分析。
Based on the contrastive experimental data between DX piles and equal-diameter piles at the same sites all over the country, this paper has a study on the bearing behaviors of DX piles.
通过对各缩比模型承载试验的计算机仿真，从理论上找出了缩比结构的承载规律，进而对窗口结构缩比试验提供科学依据。
The regular pattern of anti pressure has been found in theory by computer simulation, and offered scientific accordance for shrink ratio experiment of window.
应用该方法计算所得梁的受弯承载力比试验值平均小26%。
The ultimate flexural strength of SRC beam calculated by using this method is averagely 26 percent smaller than that of test.
通过静压对比试验，得出在条件基本相同时，夯扩桩的承载力大于沉管灌注桩。
Through static loading contrast tests, it is found that the bearing capacity of ram-enlarged pile is higher than that of pipe-sinking cast-in-situ pile when both are tested under the same conditions.
通过组合墙片和构造柱墙片的对比试验，分析研究了组合墙的承载能力和恢复力特性。
Research on the resistant capacity of lateral loading of composite walls made of bricks with higher compressive strength;
通过组合墙片和构造柱墙片的对比试验，分析研究了组合墙的承载能力和恢复力特性。
Research on the resistant capacity of lateral loading of composite walls made of bricks with higher compressive strength;
应用推荐