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首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Sustained water-level changes caused by damage and compaction induced by teleseismic earthquakes
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Sustained water-level changes caused by damage and compaction induced by teleseismic earthquakes

机译:远程地震引起的破坏和压实导致持续的水位变化

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Sustained water-level increase and decrease induced by distant earthquakes were observed in two wells, Gome 1 and Meizar 1 in Israel. The Gome 1 well is located within a damage zone of a major fault zone, and Meizar 1 is relatively far from a fault. The monitored pressure change in both wells shows significant water-level oscillations and sustained water-level changes in response to the passage of the seismic waves. The sustained water-level changes include short-term (minutes) undrained behavior and longer-period (hours and days) drained behavior associated with groundwater flow. We model the short-term undrained response of water pressure oscillations and sustained change to the distant 2013 M-w 7.7 Balochistan earthquake by nonlinear elastic behavior of damaged rocks, accounting for small wave-induced compaction and damage accumulation. We suggest that the rocks are close to failure in both locations and strain oscillations produced by the passing seismic waves periodically push the rock above the yield cap, creating compaction when volumetric strain increases and damage when shear strain increases. Compaction increases pore pressure, whereas damage accumulation decreases pore pressure by fracture dilation. The dominant process depends on the properties of the rock. For highly damaged rocks, dilatancy is dominant and a sustained pressure decrease is expected. For low-damage rocks, compaction is the dominant process creating sustained water-level increase. We calculate damage and porosity changes associated to the Balochistan earthquake in both wells and quantify damage accumulation and compaction during the passage of the seismic waves.
机译:在以色列的Gome 1和Meizar 1两口井中,观察到了由远距离地震引起的持续水位上升和下降。国美1井位于主要断层带的破坏区内,而梅萨1号井距断层较远。响应地震波的通过,两个井中监测到的压力变化显示出明显的水位振荡和持续的水位变化。持续的水位变化包括与地下水流相关的短期(分钟)不排水行为和较长时期(小时和天)的排水行为。我们通过受损岩石的非线性弹性行为,模拟了水压振荡和持续变化对遥远的2013 M-w 7.7 Balochistan地震的短期不排水响应,从而解释了小波浪引起的压实和损伤累积。我们建议岩石在两个位置都接近破坏,并且通过的地震波产生的应变振荡会周期性地将岩石推至屈服层上方,当体积应变增加时产生压实,而剪切应变增加则造成破坏。压实会增加孔隙压力,而损伤累积会因裂缝扩张而降低孔隙压力。主导过程取决于岩石的特性。对于高度受损的岩石,膨胀是主要因素,并且预计压力会持续下降。对于低损伤的岩石,压实是导致水位持续升高的主要过程。我们计算了两口井中与the路支省地震相关的破坏和孔隙度变化,并量化了地震波通过过程中的破坏积累和压实程度。

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