Asking Banks to pile up ever more capital to cushion losses is also just one way of safeguarding the system.
要求银行堆叠更多的资本来弥补损失仅仅是一种保障银行体系的一种方法。
With analysis of interaction of piles, soil and cushion, settlement characteristics of the rigid pile composite foundation is discussed.
通过分析桩土垫层相互作用，讨论了刚性桩复合地基的沉降特性。
The CM composite foundation is a kind of new type composite ground based on working principle, cushion effect, stress-passing characteristic and stress analysis of the single pile foundation.
CM桩复合地基是在原有的单一桩复合地基的工作机理、垫层效应、传力特性、应力分析的基础上提出的一种新型复合地基。
There are some common and variant characteristic between the rigid pile composite-foundation with cushion and embankment pile.
刚性基础下设置垫层的刚性桩复合地基与路堤荷载下桩式复合地基有一些共同的特点。
So under the condition of flexible foundation, the optimization of cushion thickness of CFG pile composite foundation with caps is of great significance.
因此，对于柔性基础条件下CFG桩桩帽复合地基褥垫层厚度的优化十分有意义。
The stress ratio of CFG pile and soil which cushion used medium-coarse sand gravelly sand or cobbles has been studied.
利用载荷试验研究了CFG桩桩顶的中粗砂、砾砂、碎石褥垫层的桩上应力比。
Based on the model, the effect of cushion stiffness, pile spacing, pile length and soil modulus on the bearing capacity was analyzed.
基于该模型分析了褥垫层模量、桩间距、桩长、土体模量等因素对现浇薄壁管桩复合地基承载性能的影响。
A method to analyze load transfer was presented for composite-foundation with rigid pile and cushion by means of iterative process.
提出了用迭代法分析带垫层刚性桩复合地基荷载传递特性计算方法。
Bedding cushion is an important part in CFG pile Composite Foundation.
褥垫层是CFG桩复合地基的重要组成部分。
The project is used well since it has been finished, so cushion method of densely covered ash soil pile is an effective treating method of collapsible loess ground.
该工程建成投入使用后效果良好，因此说密布灰土桩辅助垫层法是一种行之有效的湿陷性黄土地基处理方法。
CFG pile is short for the cement fly-ash gravel pile, which is mixed to a high bond strength pile with sand and water. CFG pile composite is formed by CFG pile, the soil between piles and cushion.
CFG桩是水泥粉煤灰碎石桩的简称，它是由水泥、粉煤灰、碎石、石屑和砂加水拌合形成的高粘结强度桩，和桩间土、褥垫层一起形成复合地基。
It is shown that the thickness and material of cushion have great influence on the bearing capacity of composite foundation with CFG pile in loading test, and there is a match problem between them.
认为垫层厚度和材料对CFG桩复合地基的承载力性状有很大影响，两者之间有个匹配问题。
This design is adopted in the pile composite foundation -web mainly refers to the loess foundation reinforcement in the pile of a layer on top laid reinforced cushion.
本设计中采用的桩—网复合地基，次要是指在对黄土地基加固的桩顶上铺设一层加筋垫层。
The optimized design on the composite foundation of the stiff and half stiff pile by the cushion can be performed with this method.
利用该方法可对刚性、半刚性桩复合地基进行优化设计。
The effectiveness of intermediate cushion in reducing earthquake response of building on pile foundation has been confirmed in the 1960 great earthquake in Chile.
垫层桩基对上部结构减震的有效性已为1960年智利的强烈地震所证实。
Soft soil foundation reinforced by tubular pile is a type of rigid cushion composite foundation under flexible base, and it is different from flexible cushion composite foundation under rigid base.
管桩加固软土地基作为一种新型的软土路基的加固形式，是一种柔性基础下刚性垫层的复合地基，与承台下柔性垫层复合地基存在较大差异，在设计中存在对其工作性状认识不清的情况。
The adjustment function of cushion from its thickness and modulus on the stress of pile and soil was studied.
褥垫层对桩土应力的调节作用，复合地基的应力随褥垫层的模量和褥垫层的厚度变化规律。
The load transfer mechanism of cement-soil pile composite foundations with different cushion heights were studied according to the results of static loading tests.
根据静载荷试验结果，研究褥垫层厚度对荷载在水泥土搅拌桩四桩复合地基中传递的影响规律。
On the basis of discussing the damage mechanism of cushion cap, a method of optimum design for pile group foundation is put forward in this paper.
在讨论桩基承台破坏机理的基础上，给出群桩基础设计的优化方法。
The pile-soil-cushion-cap interaction and the nonlinearity of load transfer for layered soil could be considered conveniently in this method.
该方法可方便地考虑桩、土、承台和垫层的相互作用，地基土的分层特性和桩身荷载传递函数的非线性。
A new method is presented for the settlement calculation of composite ground with rigid piles, taking into account the pile-soil-cushion interaction mechanism.
提出计算刚性桩复合地基沉降的一种新方法，该方法充分考虑桩、土、垫层协同作用。
A new method is presented for the settlement calculation of composite ground with rigid piles, taking into account the pile-soil-cushion interaction mechanism.
提出计算刚性桩复合地基沉降的一种新方法，该方法充分考虑桩、土、垫层协同作用。
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