Test on dynamic characteristics of subgrade of heavy-haul railway in cold regions     

YingYing Zhao  XianZhang Ling  ZiYu Wang  XinYan Shao  LiHui Tian  Lin Geng 《寒旱区科学》2015,7(5):605-610

Dynamic characteristics of heavy-haul railway subgrade under vibratory loading in cold regions are investigated via low-temperature dynamic triaxial tests with multi-stage cyclic loading process. The relationship between dynamic shear stress and dynamic shear strain of frozen soil of subgrade under train loading and the influence of freezing temperatures on dynamic constitutive relation, dynamic shear modulus and damping ratio are observed in this study. Test results show that the dynamic constitutive relations of the frozen soils with different freezing temperatures comply with the hyperbolic model, in which model parameters a and b decrease with increasing freezing temperature. The dynamic shear modulus of the frozen soils decreases with increasing dynamic shear strains initially, followed by a relatively smooth attenuation tendency, whereas increases with decreasing freezing temperatures. The damping ratios decrease with decreasing freezing temperatures. Two linear functions are defined to express the linear relationships between dynamic shear modulus (damping ratio) and freezing temperature, respectively, in which corresponding linear coefficients are obtained through multiple regression analysis of test data.  相似文献   

Spatial Structure of Regular and Chaotic Orbits in A Self-Consistent Triaxial Stellar System     

J. C. Muzzio  D. D. Carpintero  F. C. Wachlin 《Celestial Mechanics and Dynamical Astronomy》2005,91(1-2):173-190

We created a triaxial stellar system through the cold dissipationless collapse of 100,000 particles whose evolution was followed with a multipolar code. Once an equilibrium system had been obtained, the multipolar expansion was freezed and smoothed in order to get a stationary smooth potential. The resulting model was self-consistent and the orbits and Lyapunov exponents could then be computed for a randomly selected sample of 3472 of the bodies that make up the system. More than half of the orbits (52.7 % ) turned out to be chaotic. Regular orbits were then classified using the frequency analysis automatic code of Carpintero and Aguilar (1998, MNRAS 298(1), 1–21). We present plots of the distributions of the different kinds of orbits projected on the symmetry planes of the system. We distinguish chaotic orbits with only one non-zero Lyapunov exponent from those with two non-zero exponents and show that their spatial distributions differ, that of the former being more similar to the one of the regular orbits. Most of the regular orbits are boxes and boxlets, but the minor axis tubes play an important role filling in the wasp waists of the boxes and helping to give a lentil shape to the system. We see no problem in building stable triaxial models with substantial amounts of chaotic orbits; the difficulties found by other authors may be due not to a physical cause but to a limitation of Schwarzschild’s method.  相似文献   

模拟堆载作用的黄土边坡土体变形机理试验   总被引：3，自引：0，他引：3  

刘悦  黄强兵 《地球科学与环境学报》2007,29(2):183-187

通过固结不排水剪试验,研究了堆载作用下不同深度、含水量和围压的原状黄土的变形和破坏特征,并从黄土的微观结构角度分析了产生这一现象的原因,结合黄土边坡特殊的工程地质条件,分析了堆载作用下黄土边坡土体的变形破坏过程。试验结果表明,不同深度、含水量和围压的原状黄土的应力应变曲线和抗剪强度具有不同的特征;特殊的工程地质条件,使黄土坡体的某些部位形成了堆载作用下不利于黄土材料强度保持的含水量和围压的组合,导致了这些部位黄土的变形破坏,进而诱发坡体的变形破坏。  相似文献   

Ground motion and stress accumulation driven by density anomalies in a viscoelastic lithosphere. Some results for the Apennines     

Roberto Sabadini  Giorgio Spada 《Geophysical Journal International》1988,95(3):463-480

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Cataclastic rheology of carbonate rocks     

LU Xiancai  SUN Yan  SHU Liangshu  GU Lianxing  GUO Jichun & ZHU Wenbin State Key Laboratory of Mineral Deposits Research  Department of Earth Sciences  Nanjing University  Nanjing  China 《中国科学D辑(英文版)》2005,48(8):1227-1233

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粉煤灰湿陷变形的三轴试验和计算     

明经平  赵维炳 《岩土力学》2004,25(Z2):32-38

采用双压力室三轴仪对粉煤灰试样进行了单线法湿陷试验,研究了在静水压力作用以及在不同应力状态和应力水平下粉煤灰湿陷变形的规律,得出了粉煤灰湿陷变形的经验计算公式.提出了计算粉煤灰地基湿陷变形的"全应变曲线"增量有限元法.基于本文的试验结果,对一个粉煤灰地基的湿陷变形进行了有限元计算.  相似文献   

太行山东麓北拒马河冲积扇结构探测及地震砂土液化判别     

刘莎莎  丰成君  谭成轩  邓亚虹  戚帮申  孟静  张鹏  宋焱勋  慕焕东  周永恒 《地球学报》2022,43(1):82-92

北拒马河冲积扇及邻近地区位于太行山东麓,地表覆盖全新世(Qh)松散砂土与粉土,该区域地下水埋深较浅,潜在地震最大震级达6.5级,在地震作用下存在发生砂土液化危险性.通过野外地质调查、工程地质钻探和高密度电阻率法勘探揭示北拒马河冲积扇地层结构特征.在此基础上,采用原位标准贯入试验和室内动三轴试验评价北拒马河冲积扇饱和砂土...  相似文献   

河南省嵩山区元古代嵩山群底部的主滑脱带          下载免费PDF全文

索书田  游振东  闻立峰  韩郁菁 《地球科学》2019,44(5):1537-1543

河南省嵩山区位于中朝地台南部,区内发育被2个角度不整合面分隔开的3个前寒武纪岩群,一个主滑脱带沿着嵩山群与登封群间不整合面发育.滑脱带之上的早元古代嵩山群形成近南北向的褶皱带,因此,嵩山群岩石在主滑脱带之上形成无根的独立构造.与滑脱带下伏的太古宙登封群很少有关系.主滑脱带厚4～30m,沿着主滑脱带,登封群角闪岩相岩石强烈退变质到绿片岩相矿物组合,主滑脱带发育在脆韧性过渡域.多尺度的观察指出,主滑脱带的形成受地壳成分分层导致的流变学分层性所制约,而且地层柱底部软弱面或地质界面是近水平的滑脱带发育的优选位置.显然,对滑脱带的发育还必须考虑水解弱化作用.  相似文献   

地层承压能力固井前动态测试方法          下载免费PDF全文

王涛  贾博超 《探矿工程》2019,46(2):40-43

固井前获得地层的实际承压能力,对固井设计和安全都有着重要的意义。在一些上层套管下深较浅的井中,受上层套管鞋处地层破裂压力或上层套管抗内压强度限制,常规的地层承压能力测试无法满足固井要求,针对该问题,文中提出一种地层承压能力动态测试方法,同时进行了现场应用。该方法是在下套管循环后分挡逐渐增加排量,并同时记录与之对应的泵压、钻井液性能及漏失情况,然后利用流变学的原理计算出关键地层深度的承压能力。研究认为这种动态承压测试方法对于低压易漏井行之有效,实用性强,能够满足固井现场对承压能力测试的要求,获得的地层承压能力值为固井设计和安全提供了基础和保障。  相似文献   

考虑黄土结构性和各向异性的修正剑桥模型     

张玉伟  翁效林  宋战平  谢永利 《岩土力学》2019,40(3):1030-1038

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