2) drained strength
排水强度
1.
Compared to the south side,the piezometric head have slower change,drained strength is smaller,and water-holding capacity is bigger in the soil of the north side as the compacted soil.
土壤层间界面对土壤水分湿润锋的传播产生一定的阻碍作用;由于土槽中分层土壤的水平分布不同,相对于南侧,北侧由于土壤较密实,测压管水头变化慢、入渗慢,持水能力较大,排水强度也较小。
3) waste water drainage
污水强排
1.
The waste water drainage strategy,experience and lessons in proper city of Jiamusi during 1998’s extreme flood were discussed.
论述了 1998年特大洪水期间 ,佳木斯市城区污水强排的对策 ,经验教训及对排水设施改造的建
4) column with high permeability
强排水桩
5) Undrained strength
不排水强度
1.
Post-cyclic loading undrained strength degradation characteristics of silty clay
粉质黏土周期荷载后的不排水强度衰化特性
2.
On the basis of effective stress strength theory and Henkel s pore-water equation,formulae and relationship ofundrained strength of normally -consolidated saturated clay under various triaxial and plane strain tests are established.
本文以有效应力强度理论和Henkel孔隙水压力公式为基础,建立了各种类三轴与平面应变试验条件下正常固结饱和粘 土的不排水强度公式及相互关系;初步估计了粘土强度随固结增长的计算公式。
3.
Based on the elasto-plastic model of the marine soil, a relationship has been made between undrained strength and overconsolidated rate Because sample disturbance is inavoidable under present condition of sampling technology,a new method to determine preconsolidated pressure by undrained strength has been introduced.
本文通过粘土压缩的弹塑性模型,建立了不排水强度与超固结比的关系。
6) undrained shear strength
不排水强度
1.
Research on undrained shear strength tests of soft Lianyungang clay
连云港软黏土的不排水强度试验研究
2.
Prediction of undrained shear strength in soft clays based on fall-cone tests
基于落锥试验的黏性土不排水强度预测方法
3.
In addition, the undrained shear strength feature obtained in line with the corresponding assumption is presented.
根据一个新的孔隙水压力方程和两种不同的假设 ,建立了两个不同的Af-K0 关系式并进行了比较 ;分析了相应假设下不排水强度的特点 。
补充资料:椐椐强强
1.相随貌。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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