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wave cyclic
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  波循环
     By using this method the 1-D nonlinear consolidation behavior of double-layer foundation with varying initial effective stress along the depth under the action of rectangular wave cyclic load is also investigated.
     最后在算例分析中,对考虑初始有效应力沿深度变化、矩形波循环荷载下双层地基一维非线性固结进行了探讨。
短句来源
  “wave cyclic”译为未确定词的双语例句
     DEGRADATION OF SOFT CLAY IN THE ENTRANCE TO SEA OF THE CHANGJIANG RIVER UNDER WAVE CYCLIC LOADING
     长江口软粘土在波浪循环荷载作用下的弱化分析
短句来源
     This kind of instability bulk movement is induced by wave cyclic loading, as a result the slope of bottom bed decrease, water depth increase, and instability bulk movement has the character of subregion, regularity and head erosion, thus it will influence evolvement of region of interest landform, and change flow field and bottom stratum condition continually, so will lead to dynamic influence on structure foundation soil.
     这种不稳定块体运动由波浪循环荷载诱发,其结果使底床整体坡度减缓,水深加大,而且不稳定的块体运动具有小区域、多发性和溯源侵蚀的特点,将继续影响着海域以后的水深地形的发展演化,并不断改变着该区的流场与底床地层条件,对构筑物地基土的稳定性产生着动态的影响。
短句来源
     In this paper, PLAXIS program is carried out to study and comparedegradation of the saturated soft clay before and after consolidation underthe wave cyclic loading and outcomes of dynamic triaxial tests are testified. It provides scientific evidences for the degradation of soft clay under thewave cyclic loading.
     本文运用欧洲通用的岩土工程有限元软件PLAXIS分析模拟了长江口软粘土在固结前后受波浪循环荷载作用后的变形情况,验证了动三轴的试验结果,为受波浪循环荷载作用下饱和软粘土的弱化提供科学的依据。
短句来源
     PLAXIS and triaxial test are carried out to study the saturated soft clay degradation after same consolidation under the wave cyclic loading. The scientific evidence for the degradation degree of saturated soft clay under the wave cyclic loading is provided.
     运用通用的岩土工程有限元软件PLAXIS分析模拟了长江口深水航道受波浪循环荷载作用前后软粘土的变形情况,并利用动三轴试验技术通过在相同固结压力下,比较波浪循环作用对土体强度的影响,为饱和软粘土在波浪循环荷载作用下的弱化提供科学的依据。
短句来源
  相似匹配句对
     D—CYCLIC CRAPHS
     D—Cyclic图
短句来源
     Wave propagation
     波的传播
短句来源
     r and the wave potential (?) .
     _r和波动势(?)
短句来源
     CYCLIC MATRIX
     循环矩阵
短句来源
     THE CYCLIC VOLTAMMETRY METHOD FOR MEASURING THE HALF-WAVE POTENTIAL OF THE MEROCYANINE
     循环伏安法测定一种份菁的半波电位
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  wave cyclic
Peak sutural strain was similar upon static and sine-wave cyclic loading.
      
Under the sine wave cyclic loading condition, tangent modulus and Poisson ratio display asymmetric 'X' shape with various strain, and the average unloading modulus is larger than the average loading modulus.
      


Based on the nonlinear consolidation theory proposed by Davis and Raymond,the differential quadrature method (DQM) is applied to analyze the 1-D nonlinear consolidation of double-layer soil foundation.The expression of consolidation considering the initial effective stress distribution,arbitrary boundary condition and arbitrary loading is deduced.The convergence analysis shows that the computational result obtained from DQM has enough accuracy when 7-9 interpolations in each layer are adopted.This method provides...

Based on the nonlinear consolidation theory proposed by Davis and Raymond,the differential quadrature method (DQM) is applied to analyze the 1-D nonlinear consolidation of double-layer soil foundation.The expression of consolidation considering the initial effective stress distribution,arbitrary boundary condition and arbitrary loading is deduced.The convergence analysis shows that the computational result obtained from DQM has enough accuracy when 7-9 interpolations in each layer are adopted.This method provides a uniform matrix structure of the solution,which is convenient to computation programming and engineering practice.By using this method the 1-D nonlinear consolidation behavior of double-layer foundation with varying initial effective stress along the depth under the action of rectangular wave cyclic load is also investigated.

基于Davis和Raymond一维非线性固结理论,利用DQM(DifferentialQuadratureMethod)推导了初始有效应力沿深度变化、任意边界条件、任意荷载作用下双层地基一维非线性固结的表达式,求得了孔压、有效应力和平均固结度的解答。解的收敛性分析表明,当每层土采用7~9个插值点时,DQM解就可以达到足够精度。而对于无法得到解析解的复杂情况,DQM解具有统一的矩阵形式,有利于计算机程序的实现和求解,符合工程应用的要求。最后在算例分析中,对考虑初始有效应力沿深度变化、矩形波循环荷载下双层地基一维非线性固结进行了探讨。

PLAXIS and triaxial test are carried out to study the saturated soft clay degradation after same consolidation under the wave cyclic loading.The scientific evidence for the degradation degree of saturated soft clay under the wave cyclic loading is provided.

运用通用的岩土工程有限元软件PLAXIS分析模拟了长江口深水航道受波浪循环荷载作用前后软粘土的变形情况,并利用动三轴试验技术通过在相同固结压力下,比较波浪循环作用对土体强度的影响,为饱和软粘土在波浪循环荷载作用下的弱化提供科学的依据。

A laboratory experimental program performed on Wuhan sandstones was presented under monotonic loading, partial cyclic loading during loading path and sine wave cyclic loading with different strain rates to compare uniaxial compression strength and elastic properties (elastic modulus and Poisson ratio) under different conditions and influence of pore fluid on them. When the loading strain rates are 10~(-5), 10~(-4) and 10~(-3)/s, uniaxial compression strengths of dry sandstones are 82.3, 126.6 and 141.6...

A laboratory experimental program performed on Wuhan sandstones was presented under monotonic loading, partial cyclic loading during loading path and sine wave cyclic loading with different strain rates to compare uniaxial compression strength and elastic properties (elastic modulus and Poisson ratio) under different conditions and influence of pore fluid on them. When the loading strain rates are 10~(-5), 10~(-4) and 10~(-3)/s, uniaxial compression strengths of dry sandstones are 82.3, 126.6 and 141.6 MPa, respectively, and that of water saturated sandstones are 70.5, 108.3 and 124.1 MPa, respectively. The above results show that the uniaxial compression strength increases with the increase of strain rate, however, variation of softening coefficient is insignificant. Under monotonic loading condition, tangent modulus increases with an increment of stress (strain) to a maximum value at a certain stress level, beyond which it starts to decline. Under the partial cyclic loading during loading path condition, unloading or reloading modulus is larger than loading modulus, and unloading and reloading moduli are almost constants with respect to stress level, especially unloading modulus. Under the sine wave cyclic loading condition, tangent modulus and Poisson ratio display asymmetric ‘X’ shape with various strain, and the average unloading modulus is larger than the average loading modulus.

A laboratory experimental program performed on Wuhan sandstones was presented under monotonic loading, partial cyclic loading during loading path and sine wave cyclic loading with different strain rates to compare uniaxial compression strength and elastic properties (elastic modulus and Poisson ratio) under different conditions and influence of pore fluid on them. When the loading strain rates are 10~(-5), 10~(-4) and 10~(-3)/s, uniaxial compression strengths of dry sandstones are 82.3, 126.6 and 141.6 MPa,...

A laboratory experimental program performed on Wuhan sandstones was presented under monotonic loading, partial cyclic loading during loading path and sine wave cyclic loading with different strain rates to compare uniaxial compression strength and elastic properties (elastic modulus and Poisson ratio) under different conditions and influence of pore fluid on them. When the loading strain rates are 10~(-5), 10~(-4) and 10~(-3)/s, uniaxial compression strengths of dry sandstones are 82.3, 126.6 and 141.6 MPa, respectively, and that of water saturated sandstones are 70.5, 108.3 and 124.1 MPa, respectively. The above results show that the uniaxial compression strength increases with the increase of strain rate, however, variation of softening coefficient is insignificant. Under monotonic loading condition, tangent modulus increases with an increment of stress (strain) to a maximum value at a certain stress level, beyond which it starts to decline. Under the partial cyclic loading during loading path condition, unloading or reloading modulus is larger than loading modulus, and unloading and reloading moduli are almost constants with respect to stress level, especially unloading modulus. Under the sine wave cyclic loading condition, tangent modulus and Poisson ratio display asymmetric 'X' shape with various strain, and the average unloading modulus is larger than the average loading modulus.

 
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