• And the foundation settlement is calculated by soil compression modulus, using layer dividing summation method.

    地基的沉降变形依据不同地基土的压缩模量,采用分层总和法来确定。

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  • The bonding performance can be modified by use of soil binder and enhanced soil compression strength was achieved.

    利用土壤粘合剂对土壤进行粘结,以改善土壤的粘结性能,达到提高土壤压缩强度的效果;

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  • As for the structural strength, the judgement to the state of soil compression, which based on the OCR is more consistent with the fact.

    由于考虑了土的结构强度,对结构性土根据超固结比(ocr)对土的压密状态的判断与实际结果更加相符。

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  • Its compression curve is similar to that of over consolidated soil.

    其压缩曲线呈现出超固结土的压缩曲线形式。

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  • This paper analyzes the compaction standards used in glutinous soil pavement and ratio of compression, combining with the practice of our province.

    针对我省的实际情况,对高等级公路、一级公路粘性土路基采用的重型击实标准、压实度进行了分析。

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  • The compression of the refuse soil is due to the combined influence of the self? Weight and the organic matter degradation.

    垃圾填埋体的沉降受垃圾土的自重压缩和有机质降解的综合影响。

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  • In Shenzhen area, there is much Marine soft soil which is of low bearing, high compression and high natural water content.

    深圳地区多为滨海相软土,这些软土表现为承载力低,压缩性高,含水量高。

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  • The influences of the maintained time and the freeze-thaw cycling on the unconfined compression strength of lime soil are discussed.

    同时,试验分析了养护石灰土的工程特性,特别是探讨了养护龄期及冻融循环对石灰土无侧限抗压强度的影响。

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  • The soft soil distributed in the coastal areas of our country has many unfavorable project properties such as high water content, huge compression index and small shear strength.

    我国沿海地区广泛分布的饱和软土具有抗剪强度低、含水量大、压缩量大等特点。

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  • One-dimensional compression and creep tests on undisturbed soil samples of Jiangsu Marine clay were performed.

    对原状江苏海相软土样进行一维压缩和蠕变试验研究。

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  • The warm and ice-rich frozen soil under an outside load will generate relatively large compression deformation which greatly influences the stability of roadbed.

    高温–高含冰量冻土在外荷载作用下会产生较大的压缩变形,对路基稳定性产生极大影响。

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  • Uniaxial compression test of road foundation soil is conducted with a triaxial apparatus which can do ct scanning at the same time.

    利用可同步进行CT扫描的三轴仪,对路基填土进行了单轴压缩实验。

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  • Based on the close observation of compression experiments, the quantitative relations between macro-mechanical properties of soil and micro-parameters of particles are studied.

    基于压缩试验的细观观测,研究了土体宏观力学性状和颗粒细观参数的定量关系。

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  • Qidian peat soil has the high organic content, big natural pore ratio, strong compression, high natural water-content, slow strength.

    七甸泥碳土的有机质含量高、天然孔隙比大、压缩性强、天然含水量高、强度低。

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  • Based on the mechanism of field disturbance, a new method for modifying the compression curve of disturbed soil was developed.

    在天然土体原位扰动机理的分析研究基础之上,提出了针对原位扰动土的折线形原位压缩曲线。

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  • The soft soil has characteristics of high water content and low anti-shears strength and high compression coefficient and low penetrability and high sensitivity.

    软土的特点是含水量高,抗剪强度低,压缩系数高,渗透性差,沉降稳定历时长。

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  • The soft soil has many unfavorable project properties such as high water content, high void ratio, low permeability, huge compression index, small anti-shearing intensity and thixotropic.

    软土具有含水量高、孔隙比大、渗透性小、压缩性高、抗剪强度低、触变性显著等不利的工程性质。

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  • Based on discussion of its mechanism, the unconfined compression strength test is discussed and compared with ordinary cement-stabilized soil.

    从水泥土固化机理出发,讨论并对比了掺加工业废料加固土与普通水泥土的无侧限抗压强度试验。

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  • Preloading is a popular soil improvement technique for soft soils sometimes named pre-compression.

    预压,有时也称预压缩,是一种常用的软土改善技术。

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  • High value such as 20% shown by some tests for sensitive clay is related to the high value of ratio of secondary compression index to compression index caused by soil structure collapse.

    试验中所得到的高达20%的数值与灵敏性土在结构破损明显阶段所具有较高的压缩指数与次压缩指数的比值有关。

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  • The results suggest that nanometer silica fume can greatly improve the unconfined compression strength of cemented soil at various curing periods.

    试验表明,一定掺量下的纳米硅粉能够显著提高水泥土的各个龄期强度。

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  • For low elastic module piles which are often used in composite foundation, have to take compression deformation of piles into account in analysis of pile-soil interaction.

    在复合地基中常用的低刚度桩的桩-土相互作用分析中应当考虑桩身压缩的影响。

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  • The electrical resistivity of cemented soil increased with the increment of age and unconfined compression strength, whereas decreased with the increment of strain.

    研究表明,水泥土电阻率随龄期和无侧限抗压强度的增大而增大,随着应变的增加而逐渐降低;

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  • The earth pressure on the circular retaining structure is reduced by the soil arching effect, and the high compression resistance character is fully used.

    圆形支护结构利用土的拱效应,降低了作用在支护结构上的土压力,同时将外部荷载转化为内部压力,充分发挥了混凝土抗压性能好的特点。

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  • Deformation Modulus and Compression Modulus of Soil are very important to geotechnical engineering design.

    土的变形模量和压缩模量对岩土工程设计具有非常重要的意义。

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  • Deformation Modulus and Compression Modulus of Soil are very important to geotechnical engineering design.

    土的变形模量和压缩模量对岩土工程设计具有非常重要的意义。

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