1) rammer-soil pile
夯实土桩
3) rammed soil-cement pile
夯实水泥土桩
1.
The application of rammed soil-cement pile and its construction quality control;
夯实水泥土桩的运用及施工质量控制
2.
Influence factors analysis on pile-soil stress ratio of composite foundation with rammed soil-cement piles;
夯实水泥土桩复合地基桩土应力比影响因素分析
3.
Experimental study of load transfer behavior of rammed soil-cement piles;
夯实水泥土桩荷载传递规律的试验研究
4) compaction soil-cement pile
夯实水泥土桩
1.
Strengthening mechanism of compaction soil-cement pile and its application in foundation treatment;
夯实水泥土桩加固机理及在地基处理中的应用
2.
Engineering application of compaction soil-cement pile;
夯实水泥土桩法的工程应用
3.
Engineering practice of composite foundations of CFG pile and compaction soil-cement pile;
CFG桩与夯实水泥土桩复合地基的工程实践
5) tamping cement pile
夯实水泥土桩
1.
The construction technics and cost analysis of tamping cement pile;
夯实水泥土桩的施工工艺及造价分析
2.
Techniques of disposing wet-trapped ocher-bridge basement by tamping cement pile;
夯实水泥土桩处理湿陷性黄土桥台地基技术
6) compacted cement-soil pile
夯实水泥土桩
1.
Analysis on the working mechanics of compacted cement-soil piles compound foundation;
夯实水泥土桩复合地基工作机理分析
2.
An Experimental Study on Composite Foundation of Compacted Cement-soil Pile and Its Numerical Simulation;
夯实水泥土桩复合地基的试验研究及其数值模拟
3.
The paper chiefly introduces the practice and application of the combination of compacted cement-soil pile and high-pressure cast-in-place pile in ground treatment in association with an engineering projec
该文主要结合工程实际 ,介绍利用夯实水泥土桩与高压灌注桩组合进行地基处理的实践及应用。
补充资料：砂土液化
| 砂土液化 Sand Liquefaction 饱水的疏松粉、细砂土在振动作用下突然破坏而呈现液态的现象。其机制是饱和的疏松粉、细砂土体在振动作用下有颗粒移动和变密的趋势，对应力的承受从砂土骨架转向水，由于粉和细砂土的渗透力不良，孔隙水压力会急剧增大，当孔隙水压力大到总应力值时，有效应力就降到0，颗粒悬浮在水中，砂土体即发生液化。砂土液化后，孔隙水在超孔隙水压力下自下向上运动。如果砂土层上部没有渗透性更差的覆盖层，地下水即大面积溢于地表；如果砂土层上部有渗透性更弱的粘性土层，当超孔隙水压力超过盖层强度，地下水就会携带砂粒冲破盖层或沿盖层裂隙喷出地表，产生喷水冒砂现象。地震、爆炸、机械振动等都可以引起砂土液化现象，尤其是地震引起的范围广、危害性更大。砂土液化的防治主要从预防砂土液化的发生和防止或减轻建筑物不均匀沉陷两方面入手。包括合理选择场地；采取振冲、夯实、爆炸、挤密桩等措施，提高砂土密度；排水降低砂土孔隙水压力；换土，板桩围封，以及采用整体性较好的筏基、深桩基等方法。 |
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