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排序方式: 共有10000条查询结果,搜索用时 15 毫秒
991.
The sources for thirteen deep focus earthquakes ofm
b≥5.5 andh>400 km in Northwest Pacific region were studied using waveform fitting and shear fracture source model. The source parameters
were obtained as follows: focal depth, faulting plane, slip direction, rupture velocity, rupture length, rupture direction
and scalar moment tensor. It was found that all these earthquake sources can be interpreted as shear faulting and have simple
source time functions. The strike direction of faulting plane for most deep focus earthquakes coincides with that of the subduction
zone, especially in the deep part of the subduction zone, it results in the tendency of reducing the dip angle of the subduction
zone. The multiple point source model was also used to study the source process. The waveform fitting is better than the shear
fracture model, but the general rupture direction which coincides with that from unilateral shear source model can not be
obtained from the multiple point source model.
This study is supported by the National Science Foundation of China and the Chinese Joint Seismological Science Foundation. 相似文献
992.
A total of 11 earthquakes with 15 Rayleigh wave paths, recorded at 11 broadband digital PASSCAL seismometers installed in
the Tibet Plateau by the Sino-U.S. joint research group, were used to determine the phase velocity and attenuation coefficient
of surface waves in periods of 10–130 s. The average shear wave velocity and quality factor {ie271-1} structures in the crust
and upper mantle were obtained in this region. The result shows the average {ie271-2} is low and there exists a high attenuation
({ie271-3}=93–141) layer in the crust. The depth range of the low {ie271-4} value layer (16–42 km) is consistent with the
range of low velocity layer (21–51 km) in the crust. Below 63 km in the lower crust, {ie271-5} decreases with depth from 114
to 34 at depth of 180 km. The low shear wave velocity and low value of {ie271-6} at the same depth range in the crust indicate
that the rocks in the range is probably melted or partially melted. According to the shear wave velocity structure, the average
thickness of the crust is about 71 km and a clear velocity discontiniuty appears at the depth of 51 km. The low-velocity zone
(4. 26 km/s) at depth of 96–180 km may be corresponding to the asthenosphere.
Contribution No. 96A0047, Institute of Geophysics, SSB, China.
This study was supported by the National Natural Science Foundation of China. 相似文献
993.
Masayuki Hyodo Noritaka Aramaki Masayuki Itoh Adrian F.L. Hyde 《Soil Dynamics and Earthquake Engineering》1996,15(5):331-336
Cyclic triaxial tests have been carried out on a skeletal carbonate sand from the west coast of Eire. Results are presented for undrained cyclic shear tests on samples with 80% of relative density consolidated under both isotropic and anisotropic conditions. Failure was defined as a 5% double amplitude cyclic strain and a 5% peak axial strain for stress-reversal and non-reversal stress conditions, respectively. Using this definition the cyclic strength for isotropically consolidated samples was affected by the confining pressure although the angular platey nature of the sand resulted in higher cyclic strengths than for a comparable silica sand. For anisotropically consolidated samples the cyclic strength increased with increasing initial static shear stress while on the other hand the cyclic strength normalised in the usual way with respect to the initial confining pressure decreased as this pressure increased. 相似文献
994.
995.
Geometrical textures of faults,evolution of physical field and instability characteristics 总被引:9,自引:0,他引:9
Geometricaltexturesoffaults,evolutionofphysicalfieldandinstabilitycharacteristicsJINMA(马瑾),SHENG-LIMA(马胜利),LI-QIANGLIU(刘力强),Z... 相似文献
996.
三峡库区紫色土坡地养分状况及养分流失* 总被引:33,自引:3,他引:33
紫色土是三峡库区移民安置区的主要坡地土壤。本研究采用典型区域调查,代表性土壤剖面养分分析,结合实验小区人工降雨的方法,初步研究了发育于侏罗纪紫色砂泥岩母质上紫色土的养分状况、养分流失特点、过程及影响养分流失因素。 相似文献
997.
998.
999.
1000.
膨胀土作为桩基持力层的实验研究 总被引:1,自引:0,他引:1
根据对邯郸膨胀土中桩基的实验研究,认为膨胀土具有一定埋深时,可作为良好的桩基持力层;通过3种桩型应用情况的分析比较,论证了扩底桩是膨胀土持力层上理想的桩基形式。 相似文献