1) 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。
2) 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。
3) 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 。
4) undrained shear strength
不排水抗剪强度
1.
Two groups of measured data of undrained shear strength were used to validate the proposed models.
最后以两组不排水抗剪强度实测数据为例对两类模型的准确性进行了验证,结果表明:在所能见到的文献中,提出的第二个模型的回归方差是最小的。
2.
For it′s creep behavior,undrained shear strength of saturated clay is related to load rate.
由于流变特性的影响,饱和粘土的不排水抗剪强度与加载速率有关。
3.
New soil classification chart and undrained shear strength ( c u) based on CPTU are developed in this paper.
:孔压静探试验 (简称 CPTU)在国内是一项尚待推广的土体原位测试新技术 ,着重介绍了在珠江三角洲高速公路工程建设中的孔压静探试验研究成果 ;提出了新的土分类图及不排水抗剪强度的估算公式 ;试验结果表明 ,孔压静探试验估算的固结系数 Ch较室内试验估算的固结系数大 1～ 2个数量级 ,而与沉降观测资料反算的固结系数接
5) undrained shear strength
不排水剪强度
1.
The random field analysis model of the spatial variability of undrained shear strength is discuned on condition that soilproperty is varied lineary with depth.
并用不排水剪强度Cu的变异性来计算粘性土中单桩承载力的方差，旨在阐明随机场理论在岩土工程可靠性分析中的应用。
2.
Because of the stress induced anisotropy caused by the initial anisotropic stress state, the undrained shear strength usually displays anisotropic nature.
初始不等向固结状态可引起应力诱发各向异性，因而Ｋ０固结粘土的不排水剪强度通常表现为各向异性。
3.
The undrained shear strength of K0-consolidated clay is provided with the property of stress-induced anisotropy.
K0固结粘土的不排水剪强度具有应力诱发各向异性的性质，本文将在各向异性土的本构关系基础上得到的不排水剪强度应用到滑移线场理论中，出得了K0固结粘土地基的极限承载力理论解。
6) triaxial undrained shear strength
三轴不排水抗剪强度
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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