承筋

足太阳经承筋穴作用不明显（P>0.05）。

While the effect of chengjin point was not obvious ( P > 0.05 ) .

各组用生理记录仪记录Oddi括约肌肌电活动1h后，除空白组外，其余各组均静滴阿托品，静滴的同时足三里、阳陵泉、四白、承筋组分别电针相应腧穴20min。

Physiology recorder used to record Oddi 's sphincter movement , 1 hour later , excepting blank group , rabbits in other groups were administrated by intravenous drip with atropine , meanwhile with EA at acupoints respectively for 20 minutes .

pAd.桩承加筋土垫层复合地基的原理与计算

Principle and Calculation of Composite Foundation of Pile Reinforced Earth Pad

桩承加筋路堤性状的有限元分析

Finite Element Analysis of Performance of Reinforced Embankment over Piles

软弱地基采用桩承加筋土垫层处理，新型加筋土墙为组合模块墙面土工格栅加筋结构。

The new stiffened retaining wall is the built-up module wall earth grid stiffened structure .

通过数值分析，得到一些有助于桩承加筋式路堤设计的结论。

Some conclusions of the numerical analysis are helpful to the design of the GRPS embankment .

桩承加筋土垫层是基于钢筋混凝土桩复合地基法的概念而发展起来的一种新的软土地基加固方法。

Pile reinforced earth pad is a new kind of consolidation method for soft soil foundation developed on the basis of the concept of composite foundation method of reinforced concrete piles .

桩承加筋土复合地基是以桩作为竖向增强体、以土工合成材料作为水平向增强体，两者协调共同工作的双向增强体复合地基。

Pile-supported and geogrid-reinforced composite foundation is reinforced by pile as vertical enhancing body and by geosynthetics as horizontal enhancing body , and both pile and geosynthetics coordinate and work together .

桩承式加筋路堤时效性数值模拟研究桩承式加筋路堤的现场试验及数值分析

Field test study and numerical analysis of a geogrid-reinforced and pile-supported embankment

桩承式加筋路堤受力机理及沉降分析

Mechanism and settlement analysis of pile-supported and geogrid-reinforced embankments

桩承式加筋路堤关键问题研究

Research on Key Problems of Pile-supported Reinforced Embankment

研究桩周土堆载固结过程中单桩负摩擦力发展规律是揭示桩承式加筋路堤承担路堤荷载的工作机理及沉降发展规律的基础性工作。

The research of development of negative skin friction of piles is the basic study in revealing the work principle of geotextile reinforced piled embankments .

设计桩承式加筋路堤时，主要应通过增大路堤高度与桩间距之比及桩顶托板宽度与桩间距之比来提高桩体荷载分担比。

In practice , the larger pile efficacy should be achieved mainly by increasing the ratios of embankment height to piles interval and cap width to piles interval .