沉管挤密碎石桩,tube sinking compacted gravel pile
liquefied soil foundation reinforced with vibro-squeezed macadam piles振动沉管挤密碎石桩
1.Application ofliquefied soil foundation reinforced with vibro-squeezed macadam piles in foundation treatment;振动沉管挤密碎石桩在闸基处理中的应用
3)the vibration diving gravel lime-soil compaction pile振动沉管碎石挤密桩
4)diving dry-vibrated compacted and anti-pull stone column沉管干振挤密抗拔防浮碎石桩
1.Based on the in-situ tests,the behaviors of singlediving dry-vibrated compacted and anti-pull stone column with steel bars are studied during the compression-uplift cyclic loading.在现场试验基础上,研究沉管干振挤密抗拔防浮碎石桩在拉压循环荷载和拉拔循环荷载下单桩及其抗拔钢筋的性状。
2.Based on the in-situ test, anti-pull failure mode and stress transfer law ofdiving dry-vibrated compacted and anti-pull stone columns in sand are analyzed.基于现场试验检测结果,分析了沉管干振挤密抗拔防浮碎石桩在砂土中的抗拔破坏模式和应力传递机理,运用极限平衡原理研究了抗拔承载力,得到了极限抗拔承载力计算公式,并利用公式对工程实测结果进行了分析比较,表明两者较为一致。
5)dry-drilled vibrosinking compaction gravel pile振动沉管干法挤密碎石桩
6)gravel compaction pile挤密碎石桩
1.Analysis on the example of the building foundation treatment by using thegravel compaction pile;挤密碎石桩处理建筑地基工程实例分析
2.The feasibility and effectiveness ofgravel compaction pile in treatment of highway liquefaction foundation are discussed from some aspects such as scheme design, construction control, effects measure and analysis, etc.以某公路为例,从处治方案设计、施工控制、处理效果检测与分析等几个方面对挤密碎石桩应用于处理公路可液化地基的可行性和有效性进行了探讨。
3.Based on the practice of proeessing silt ground withgravel compaction pile in recent years the author analyzed the desing method and primoted a practicable design method which can be applied by engineers.本文通过近几年来用挤密碎石桩处理粉土地基工程实践，对挤密碎石桩加固粉土地基的设计进行了分析和探讨，提出了实用的设计方法。
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挤密碎石桩加固地基挤密碎石桩加固地基挤密碎石桩加固地基
