1) reinforced aeolian sand
加筋风砂土
1.
Fourteen types of geo-grid reinforced aeolian sand are selected in the model tests to show that the pressure-bearing capacity of geo-grid reinforced aeolian sand is 11.
进行了下压荷载作用下加筋风砂土地基扩展基础的承载试验,研究了土工格栅及风砂土的剪切与拉拔摩擦特性,进行了14种不同加筋条件下的模型试验,加筋后下压承载力高于未加筋承载力的11。
2) reinforced sand
加筋砂土
1.
In order to investigate the deep-footing mechanism of reinforced sand,a series of results from plane strain laboratory model test with different number of reinforced layers,are simulated by a nonlinear FEM analysis incorporating an elasto-plastic constitutive model for sand.
结果表明,利用这种精度较高的有限元解析方法对加筋砂土地基进行解析,可以较好地再现由于加筋层数(加筋深度)变化而带来的对承载力与变形的影响。
2.
By conducting a series of plane strain compression tests on reinforced sand,the reinforcing effects of geo-grid reinforcement shape and rigidity were studied.
利用室内平面应变压缩破坏试验,对加筋砂土中土工格栅配置形状及其刚性的加筋加固效果进行了考察与分析。
3.
In order to obtain a better understanding of the bearing capacity characteristics of reinforced sandy ground with different reinforcement lengths,results from plane strain laboratory model tests are simulated by a nonlinear FEM analysis incorporating an elasto-plastic constitutive model.
加筋砂土地基中加筋宽度(也即加筋材长度)的变化会对基础的承载力和地基的变形破坏带来很大的影响。
3) red sand silty clay reinforced with geosynthetics
加筋红砂岩风化土
4) reinforced aeolian sand
加筋风积砂
1.
According to the physical and mechanical speciality of reinforced aeolian sand and by the way of elasto-plasticiy FEA to study the reinforced aeolian sands strength and deformation performance,and adopt the geo-grid as the reinforcement material strength the sand soil that gathered by wind and increase the strength and stability of soil body,so as to improve the soil strength and stablity.
针对风积砂土特殊的物理力学性质,应用弹塑性有限元法研究加筋风积砂的强度和变形特性,分析加筋机理,并采用土工格栅作为加筋材料对风积砂土进行加固,以提高土体的强度和稳定性。
2.
Indoor model tests have been made for the study of the uplift load of spread foundation on reinforced aeolian sand subgrade.
通过扩展基础加筋风积砂地基的室内模型上拔试验 ,研究了不同试验方案的加筋土体在极限上拔承载力 ,并提出了加筋风积砂土体的上拔承载力的理论计算公
3.
After studing test projects,indoor model uplift tests on the spread foundation of reinforced aeolian sand subgrade have been done.
通过扩展基础加筋风稍砂地基的室内模型上拔试验,研究了不同试验方案的加筋土体在上拔荷载作用下的位移、极限上拔荷载、土体破坏形态以及土中应力,在分析和研究的基础上提出了加筋风积砂土体的上拔机理。
5) eolian sand reinforced retaining wall
风积砂加筋挡墙
补充资料：鹿筋五加炖
菜 名： 鹿筋五加炖
主 料： 猪骨脊骨（连尾）约300克，猪皮100克，鹿筋15克，五加皮3克，牛膝3克，独活3克。
配 料： 料酒50毫升，盐适量，冰糖1颗。
做 法： 1、用火将鹿筋烤软，切成小段，用料酒浸发。2、猪尾骨洗净，斩件，装入炖盅。3、把浸发后的鹿筋置放于炖盅的一边，五加皮、牛膝、独活用纱布包裹、扎紧后，置放于炖盅的另一边。4、将洗净去毛的猪皮置于其上，放入盐、冰糖和适量沸水，隔水炖2小时，至烂即可。5、食用时先除去药渣、猪皮。
特 点： 香味浓郁，汤汁浓稠。
药用价值： 鹿筋味咸，性温，可壮骨益髓，活络筋骨；五加皮味苦辛，性温，可祛风除温，利水消肿；牛膝味苦、苦、酸、性平，可活血祛瘀，利尿通淋，引火行血下行；独活味苦辛，性微温，可解表散寒和止痛。数药与鹿筋、猪尾脊骨合炖，对风湿性关节炎或虚火牙痛、口舌生疮等疾病极有疗效。
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