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The thixotropy of wetland soil is studied at three depths of soil, which can obtain the coupling effect of depth and stewing time on recovery of soil shear strength.

对湿地软土的触变性进行了3个不同深度处的试验研究,得到了深度和静置时间对扰动后土体抗剪强度恢复的耦合影响。

The validity of the model is verified by cyclic triaxial test results of Shanghai soft clays.

通过对上海软土的循环三轴试验的模拟,初步验证了模型的合理性。

Therefore, the effective angle of the internal friction and the failure criterion can be determined by a triaxial test.

然而,大量的试验结果表明,在平面应变条件下,中主应力对土的强度具有一定的增强作用。

A series of temperature-controlled triaxial experiments were conducted.

0前言温度的变化对土的工程性质有很大的影响。

Static Triaxial Shear test is often used to determine soil shear strengthen.

静三轴剪切试验是工程上常用的测定土的抗剪强度的试验方法。

Growth of some fungi can be initiated or accelerated in aerated particulate substrates such as mixtures of vermiculite ± peat.

有些真菌的生长在通气的基质,如蛭石与泥碳土的混合物,可以得到促进。

The increase in the tensile strength of the TPVOMMT nanocomposite was 55% vs TPV, and 33% vs the dynamic vulcanizate that based on PP/EPDM/Na-MMT.

在m:m=70:30条件下,TPVOMMT纳米复合材料的拉伸强度比未改性的提高33%,比未加入蒙脱土的热塑性弹性体提高55%。

The author suppose, the anisotropically undrained shear strength is applied for the first time in the analysis of resistant heave stability for deep braced excavations in the world, the safety factors of two kinds of stability failure are gained, the first kind of factor is stability against sliding, the second is losing the ultimate bearing capacity.

在国内外首次将各向异性不排水剪强度应用到深基坑抗隆起稳定分析中,推导抗滑稳定破坏(包括浅桩支护及刚性支护)和丧失极限承载力破坏两种情况下的稳定安全系数公式,对典型上海软土的模型参数进行计算分析,并对各参数对安全系数的影响进行讨论,最后以三个工程实例加以验证。

REINFORCEMENT – The two basic types of MSE soil reinforcements are inextensible and extensible.

加筋体-加筋土的加筋体有两种:不可拉伸的和可拉伸的。

It is shown that the correlation based on the net tip resistance has much higher accuracy for estimating the consolidation yield stress of lagoonal deposit soil than other methods.

结果表明:基于净锥尖阻力的相关关系比其他经验方法具有较高的精度,可以有效地预测该地区泻湖相沉积土的固结屈服应力和超固结比。

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This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

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