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1)  multiple foundation
多元地基
2)  multi-pile composite foundation
多元复合地基
1.
Inquiring into the settlement calculation of multi-pile composite foundation;
多元复合地基沉降计算方法探讨
2.
Reliability analysis of bearing capacity of multi-pile composite foundation;
多元复合地基承载力可靠度计算
3.
Laboratory experiment of multi-pile composite foundation of steel pipe column and sand column;
钢管桩与砂桩多元复合地基室内模型试验
3)  multi-element composite foundation
多元复合地基
1.
Stress ratio between piles and soils of multi-element composite foundation;
多元复合地基桩土应力比分析
2.
Based on the loading test data of rigid-flexible piles in multi-element composite foundation,the changes of the stress on pile-top and pile-end of rigid and flexible piles with changes of the applied loads,and the load transfer rules of rigid piles is discussed.
根据刚柔性桩组合的多元复合地基的静载荷试验数据,分析了多元复合地基中刚性桩、柔性桩的桩顶应力及桩端应力随上部荷载的变化;刚性桩桩身荷载传递规律;不同褥垫层厚度对桩顶应力及桩身荷载传递的影响。
3.
The foundation researching the capacity of multi-element composite foundation is very importment for designing.
研究多元复合地基承载力对其设计具有重要意义。
4)  multi element composite ground
多元复合地基
1.
Application of multi element composite ground in groundwork processing of drainage culvert;
多元复合地基法在排水箱涵地基处理中的应用
2.
The concept and classification of multi element composite ground are put forward at first,then the computation methods of bearing capacity and settlement,and the test method of multi element composite ground are also presented in this paper.
提出了多元复合地基的概念、分类方法、承载力计算方法、沉降计算方法及检测方法 ,对多元复合地基设计施工中的若干问题进行了讨论 ,并列举了工程实例。
5)  composite foundation with multi?element pile
多元桩复合地基
1.
As composite foundation with multi?element pile,the under?rammed bored pile,which composites the cast?in?place pile in upper part and the rammed bulb pile in under part,is used in an engineering by combining with the rammed and compacted lime?waste?soil pile.
介绍了钻孔夯底灌注桩———上部为灌注桩、下部为夯扩桩与钻孔夯扩挤密灰渣土桩相结合形成的多元桩复合地基在某工程中的应用 ,其中利用钻孔夯底灌注桩主要提高承载力和控制建筑物沉降 ,利用钻孔夯扩挤密灰渣土桩主要挤密桩间土 ,降低回填土层压缩性。
6)  multifactor substrate
多元基质
1.
Tests on the mixed bacteria in the mixed system containing multifactor substrate show that since there is no antagonism among strains C-14-1,C-14-2 and J-13-1,they can be mixed and applied together.
将已得到的烷烃高效降解菌C-14-1,C-14-2和丁二腈高效降解菌J-13-1混合,对其在多元基质混合体系中的降解性能进行了研究。
补充资料:多元
1.多种多样。
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