The devastating damage after the 1999 Chi-Chi and 1999 Izmit earthquakes has greatly motivated soil–reverse fault interaction studies. However, most centrifuge modeling studies have employed a single homogeneous soil layer during testing, which does not represent in situ conditions. Indeed, while geological conditions vary spatially, engineering soils are often underlain by soft rocks. Therefore, four centrifuge models were developed to evaluate the effect of soft rock layers on the ground surface and subsurface deformation. Sand–cement mixtures of varying thicknesses with a uniaxial compressive strength of 0.975 MPa, simulating extremely soft rock, were overlain by pluviated sandy soil. The model thickness was 100 mm, corresponding to 8 m in the prototype scale when spun at 80 g. Every model was subjected to a vertical offset of 50 mm/4 m (0.5 H; H: total sedimentary deposit thickness) along a reverse fault with a 60° dip. The results indicate that the presence of a soft rock stratum results in the creation of a horst profile at the ground surface. Additionally, the thinner the soil layer on top of the soft rock stratum is, the longer and higher the horst created at the ground surface. Consequently, the fault deformation zone lengthens proportionally with the increasing thickness ratio of the soft rock. Furthermore, the presence of soft rock as an intermediary stratum between bedrock and soil causes the deformation zone boundary on the hanging wall side to move in the direction of fault movement.
相似文献 |
|||||||
|
|||||||
|
排序方式： 共有13条查询结果，搜索用时 593 毫秒
1.
详细地论述了时间滞后变结构控制系统的有关概念、特点和研究历史,研究历史从初级阶段、中级阶段、高级阶段、崭新阶段进行了描述;总结了到目前为止对该系统的若干研究进展;指出了有关时间滞后变结构控制系统的几个新的研究方向。 相似文献
2.
Hung Wen-Yi Soegianto Dicky Pratama Wang Yi-Hsiu Huang Jun-Xue 《Acta Geotechnica》2022,17(8):3337-3356
3.
引言香港是一颗镶嵌在中华巨龙口上的明珠。它被英帝国强行掳去百余年之后,将在1997年7月1日这个光辉的日子回归祖国,海内外每一个有骨气、有良知的炎黄子孙无不为之欢欣鼓舞,扬眉吐气,并关心着她今后的繁荣稳定。 相似文献
4.
Evolution of the shear wave velocity during shaking modeled in centrifuge shaking table tests 总被引：2，自引：1，他引：1
Chung-Jung Lee Chung-Ru Wang Yui-Chen Wei Wen-Yi Hung 《Bulletin of Earthquake Engineering》2012,10(2):401-420
Two in-flight shear wave velocity measurement systems were developed to perform the subsurface exploration of shear wave velocity
in a centrifuge model. The bender elements test and the pre-shaking test used in the study provided reliable and consistent
shear wave velocity profiles along the model depth before and after shaking in the centrifuge shaking table tests. In addition,
the use of the bender elements measurement system particularly developed here allowed continuous examination of the evolution
of shear wave velocity not only during and after the shaking periods in the small shaking events but also during the dissipation
period of excess pore water pressure after liquefaction in the large shaking events. The test results showed that the shear
wave velocity at different values of excess pore water pressure ratio varied as the effective mean stress to the power of
0.27, to a first approximation. Consequently, a relationship between the shear wave velocity evolution ratio and the excess
pore water pressure ratio is proposed to evaluate the changes in shear wave velocity due to excess pore water generation and
dissipation during shaking events. This relation will assist engineers in determining the shear stiffness reduction ratio
at various ru levels when a sand deposit is subjected to different levels of earthquake shaking. 相似文献
5.
6.
Wen-Yi CHANG Jihn-Sung LAI Teng-Yi YU Franco LIN Lung-Cheng LEE Whey-Fone TSAI Chin-Hsiung LOH 《国际泥沙研究》2014,29(2):269-277
A scour monitoring system with a micro camera tracking the bed-level images is proposed in this study.Two image recognition algorithms have been developed to support the bed-level image tracking approach.Through the laboratory experiments of pier scour,this study demonstrates that the proposed system is able to accurately monitor the scour-depth evolution in real time.In addition,five commonly-used temporal scour models are employed to simulate scour-depth evolution and their results are compared with monitoring data.In general,the results indicate that the proposed scour monitoring system has the potential for further applications in the field. 相似文献
7.
Chung-Jung Lee Wen-Yi Hung Chen-Hui Tsai Ting Chen Yichun Tu Chin-Cheng Huang 《Bulletin of Earthquake Engineering》2014,12(2):717-734
This paper presents a pre-shaking technique for measuring the $V_{s}$ profile of sand deposits and determining the natural frequencies of the sand bed and soil-structure system in a centrifuge model at an acceleration of 80 g. The pre-shaking technique is a non-destructive test. It uses a shaker as a wave generation source and a vertical array of accelerometers embedded in the sand bed and the accelerometers attached to the pile head as receivers. The pre-shaking method can be easily used for in-flight subsurface exploration ( $V_{s}$ profile measurements) and in-flight system identification of soil-structure systems (natural frequency measurements). A soil–pile centrifuge model is used to demonstrate the versatility of pre-shaking during a routine centrifuge shaking table test. This paper discusses the testing setup, testing procedures, related SI techniques, and signal processing for the soil–pile system. The natural frequencies measured by the pre-shaking tests are consistent with theory-based results. This technique can be conducted at any time before and after major earthquake events occur in a test. 相似文献
8.
9.
塔山岩体位于华南造山带北缘,形成于晚三叠世。自早至晚由粗中-中粒斑状二云母二长花岗岩、中细粒-细粒斑状二云母二长花岗岩、细粒二云母二长花岗岩组成,具块状构造。岩石具有高硅(SiO2=71.57%~75.01%)、富铝(Al2O3=13.92%~15.51%)、中钾(K2O=3.51%~5.20%)、中碱(Na2O+K2O=6.89%~8.62%)、高ASI(1.12~1.52)的特征,总体属铁质、高钾钙碱性系列强过铝质花岗岩类。微量元素中Ba、Nb、Sr、Ti表现为明显亏损,Rb、(Th+U+K+Ta)、(La+Ce)、Nd、(Zr+Hf+Sm)、(Y+Yb+Lu)等则相对富集。稀土总量较低(17.9~184.0μg/g),轻稀土富集((La/Yb)N=2.52~17.89),具明显的负Eu异常(δEu=0.17~0.37)。岩体具有较高的ISr值(0.73271和0.72739)和较低的εNd(t)值(-11.05和-10.82),两阶段Nd模式年龄(t2DM)为1.87 Ga和1.89 Ga。C/MF-A/MF图解显示源岩主要为泥质岩石,部分为长英质岩石。强过铝花岗岩样品的Al2O3/Ti O2比值大部分小于100。上述地球化学特征表明塔山岩体为S型花岗岩,源岩主要为中、上地壳酸性岩石。构造环境地球化学判别图解显示为后碰撞构造环境。基于岩石成因、构造环境及构造演化过程,推断继中三叠世后期印支运动陆内强挤压之后,晚三叠世进入挤压松弛的后碰撞环境,地壳减压重熔而形成了塔山岩体。此外,地壳重熔可能还受到软流圈地幔上隆及其热传递的影响。 相似文献
10.
为研究海洋立管涡激振动响应并预测其疲劳寿命,在中国海洋大学物理海洋实验室大型风-浪-流水槽进行海洋立管涡激振动模型试验.考虑管内流体的流动,运用相似理论将实际海洋立管缩放为试验模型,施加不同流速的外流,测得立管在涡旋脱落时顺流向及横向振动的应变时程曲线,根据实测结果,采用Miner理论对立管进行疲劳寿命分析.结果表明:立管横向振动比顺流向振动强烈,大约高一个数量级;随骀着外流流速的增加,管道横向及顺流向振动明显增加,立管的疲劳寿命降低;立管中部及端部振动比较强烈,疲劳寿命较其它位置处低,容易发生疲劳破坏. 相似文献
|
| 设为首页 | 免责声明 | 关于勤云 | 加入收藏 |
|
Copyright©北京勤云科技发展有限公司 京ICP备09084417号 |