soil strength的例句大全

Many test results showed that both lateral or vertical deformation modulus and strength of the composite sample can not be obtained by adding that of reinforcing pile and soil together simply in accordance with the geometric proportion.

大量的试验结果表明：无论是在水平方向还是纵向，复合体的变形模量和强度都不是两种材料按一定几何比例的简单叠加；

Test and choice of shearing strength parameter of soil in the sliding zone;

滑带土抗剪强度参数的试验和选择；

Laboratory Research on Strength and Deformation of Soda Residue Soil

碱渣土强度和变形的室内试验研究

After shallow loess tunnel excavation, the surface formation sliding trend due to failure of soil, because tensile stress exceeds the tensile strength of soil.

在浅埋黄土隧道施工后隧道上方地层形成滑动趋势面的地表部分，因拉应力超过土体抗拉强度而破坏。

During the deformation, disintegration and failure of debris-soil landslides, in space the plastic strain of the sliding mass and shear strength of the rock or soil mass on a sliding plane are different.

在碎石土滑坡变形解体破坏过程中，在空间上滑体塑性应变和滑面上岩土体抗剪强度的发挥程度是不一致的；

When using the 3D elastic-plastic contact FEM strength reduction method to compute the stability coefficient of debris-soil landslides, the space effect of the sliding mass may be considered in order the calculation results to be more accurate.

研究结果表明，采用三维弹塑性接触有限元强度折减法计算碎石土滑坡的稳定性系数，可以考虑滑坡体的空间效应，使计算结果更加精确；

The Theoretical Analyses and Calculation of Shearing Strength of Soil

土体抗剪强度的理论分析与计算

( 3) The strength reduction method based on FLAC can be adopted to analyze the stability of soil nailing wall, calculate the safety factor, and predict the sliding plane position when the wall is ruined.

采用基于FLAC的强度折减法可以对土钉墙进行稳定性分析，得到安全系数以及发生破坏时的滑移面位置。

Strength index determine methods of the sliding zone soil in landslide investigation

滑坡勘察中滑带土强度指标确定方法的探讨

The strength parameters of slip soil are the key and difficult points in the evaluation of the stability of landslide and engineering design.

滑坡滑带土力学参数是滑坡稳定性评价和工程设计的关键和难点。

The anisotropism of intensity increasement of cement soil has been put forward firstly by experimental study on the strength of soil-cement with different sites, multi-hole location, multi-stratum and different cement adulterated contents.

通过多地段、多孔位、多地层和多掺量的水泥土强度实验，提出了水泥土强度增长的各向异性问题。

The mechanism of slope failure hysteresis caused by confined groundwater is discussed from some aspects, such as stresses and strain redistribution law, slope creeping law, long-term strength of slip soil and impact of water content on the strength of slip soil.

结合模型试验，从应力应变变化规律、坡体蠕变规律、滑带土长期强度、含水量对滑带土强度的影响等几方面，对承压水致滑坡失稳的滞后效应进行机理分析。

The rheologic behaviors of soil in slip zone are described by the Burgers visco-elastic Model. From the test results, the long-term strength parameters are obtained, and it ′ s significance in study of the stability of landslide is also discussed.

选择伯格粘弹性本构模型描述滑带土的流变性状，获得了滑带土的长期强度值，并论述了长期强度在滑坡稳定性研究中的意义。

The Effect of Soil Shearing strength Index on Slope Stability

强度指标对滑坡稳定性的影响

Water and Salt Migration and Strength Characteristics Analysis of Saline Soil

盐渍土水盐迁移特性与强度特征分析

Load tests deal with the bearing capacity of cushion course and pile-soil stress ratio, while indoor compression tests deal with influence of blend ratio of fly ash in pile material on pile strength.

通过室内抗压强度试验对构成CFG桩桩身材料的粉煤灰掺入量影响桩身强度的配比进行了研究；

Study on the dynamic strength and modulus of sandy pebble soil

砂卵石土动强度与动弹性模量试验分析

Different Physical Strength Type Wheat's in Soil Type Quality Character Performance

不同筋力类型小麦在不同土壤类型上的品质性状表现

Study on the influence of variation of water content on shear strength of slip zone soil by triaxial test

滑带土强度对水的敏感性三轴试验研究

The shearing strength between the concrete slab and ground is obtained by the level slip resistant test in different natural ground soil.

文章通过各种不同天然地基土上的水平抗滑试验，得出混凝土板和地基间的抗剪强度。