Processes of the displacement field change of the 2009 April 6 M_W6.3 L’Aquila earthquake using persistent scatterer and small baseline methods     

Sanming Luo  Liming Fu  Shuang Zhu  Qinglong He  Wenni Wan  Bo Yang 《地震学报(英文版)》2013,(5):293-299

Using a time series method that combines both the persistent scatterer and small baseline approaches, we analyzed 9 scenes Envisat ASAR data over the L＇Aquila earthquake, and obtained a Shocke＇s displacement field and its evolution processes. The results show that： （1） Envisat ASAR clearly detected the whole processes of displacement field of the L＇Aquila earthquake, and distinct variations at different stages of the displacement field. （2） Preseismic creep displacement → displacement mutation when faulting → constantly slowed down after the earthquake. （3） The area of the strongest deformation and ground rupture was a low-lying oval depression region to the southeast. Surface faulting within a zone of about 22 km× 14 km, with an orientation of 135°, occurred along the NW-striking and SW-dipping Paganica-S. Demetrio normal fault. （4） In analyzing an area of about 54 km x 59 km, bounded by north-south axis to the epicenter, the displacement field has significant characteristics of a watershed： westward of the epicenter shows uplift with maximum of 130 mm in line-of-sight （LOS）, and east of the epicenter was a region with 220 mm of maximum subsidence in the LOS, concentrating on the rupture zone, the majority of which formed in the course of faulting and subsequence.  相似文献   

三分量地震散射波成像在天津蓟县城市活断层探测中的应用     

张保卫  ;沈鸿雁 《物探与化探》2014,(3):504-509

在精细解决近地表地质问题方面,三分量地震探测技术具有明显的优势。笔者基于点散射地震—地质模型,推导出多分量散射波时距方程,在建立多分量散射波成像原理的基础上,对天津蓟县城市活断层探测的三分量地震资料进行处理。成像结果表明,基岩面的波组特征明显、构造内幕特征较丰富,而且基岩面附近的小断层发育。通过研究,基本明确了该地区基岩与第四系土层的接触关系,探明了山前断裂情况和基岩面附近的地质结构特征。  相似文献   

战国秦时期夯土长城加固强度试验研究     

赵海英  汪稔  李最雄  韩文峰  谌文武 《岩土力学》2007,28(Z1):79-84

对已风化而频临危险的文物进行渗透加固保护以提高土的胶结强度,是国际上普遍认可的科学加固方法。通过室内单轴抗压强度、抗剪强度和渗透试验研究发现,抗压强度随浓度及加固次数增加而提高,材料具有可重复使用性,但加固剂的浓度增加不宜超过7 %;? 值随加固剂浓度和加固次数有明显增加趋势,c值有所提高但变化没有明显的规律性;土经固化后的渗透系数略有降低,但变化在同一数量级内,不影响土的渗透性。综合分析试验结果,对于密度为1.3～1.50 g•cm-3风化墙面,以浓度5 %～7 %的PS材料多次加固为宜;密度为1.5～1.7 g•cm-3的风化墙面适宜以3 %～5 %浓度的PS材料多次加固。加固后强度和渗透性满足文物保护特殊要求。  相似文献