1) lime column composite foundation
石灰桩复合地基
1.
The behavior of lime column composite foundation with the action of cushion;
垫层作用下石灰桩复合地基工作性状
2) composite lime column method
石灰桩复合地基处理法
1.
The desired results were not achieved using composite lime column method totreat foundations.
采用石灰桩复合地基处理法进行地基处理后，并没有达到预期的效果，分析原因，主要是因为本工程采用石灰桩的位置有许多不妥之处。
3) lime sand piled composite ground
灰砂桩复合地基
1.
On the basis of test results, behavior, failure mode and reinforced effect of lime sand piled composite ground are analyzed.
对灰砂桩复合地基和掺入水泥的灰砂桩复合地基分别作了现场荷载试验和室内模型试验 。
4) the composite ground formed by lime-soil pile
灰土桩复合地基
1.
Directed against this, based on the Chankou-Lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime-soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of.
针对此问题，本文依托甘肃谗口至兰州柳沟河高速公路建设工程，对桥基灰土桩复合地基应用的可行性进行了深入分析，根据具体工程进行了合理的设计与计算，并配合现场静载荷试验及压力盒实测数据，探讨了基底应力分布规律，桩土应力比，变形模量的变化关系，对比分析了单桩、单桩复合和双桩复合的P—S关系，对桥基灰土桩复合地基承载力进行了整体评价。
5) stone columns composite foundation
碎石桩复合地基
1.
The actual deform of stone columns composite foundation was simplified equal strain condition.
将碎石桩复合地基的实际变形简化成等应变情况,针对单面透水边界条件,将作为力源项的动孔压增长率表达成为深度z与时间t的函数,利用分离变量法和Green函数,给出了等应变条件下考虑井阻的碎石桩复合地基中超孔隙水压力长消的简化解析解。
6) gravel pile composite foundation
碎石桩复合地基
1.
Limit value of composite modulus of gravel pile composite foundation
碎石桩复合地基复合模量极限值分析
2.
Calculation and model test for pile-soil stress ratio of gravel pile composite foundation under embankment load
路堤荷载作用下碎石桩复合地基桩土应力比计算及试验研究
3.
By the discusion and analysis of gravel pile composite foundation bearing capacity and anti-liquefaction design,a new design method is presented.
通过对碎石桩复合地基承载力和抗震液化设计的对比和分析,提出了以承载力和抗震液化相互综合考虑的设计方法。
补充资料：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
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条