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强震作用下多层土质边坡破坏规律与变形特征 被引量:2
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作者 张坤 胡新丽 李长冬 《煤田地质与勘探》 CAS CSCD 北大核心 2011年第1期52-56,共5页
通过对汶川地震受灾区北川县陈家坝地区的地质灾害调查,根据现场松散土质边坡破坏情况,由工程地质类比法选择了计算模型和地震波,采用岩土弹塑性理论和FLAC3D软件分析了多层土质边坡在动荷载作用下边坡单元的剪切拉伸破坏和剪切应变动... 通过对汶川地震受灾区北川县陈家坝地区的地质灾害调查,根据现场松散土质边坡破坏情况,由工程地质类比法选择了计算模型和地震波,采用岩土弹塑性理论和FLAC3D软件分析了多层土质边坡在动荷载作用下边坡单元的剪切拉伸破坏和剪切应变动力响应规律。研究表明,在水平和竖直地震波联合作用下,地震边坡单元首先在坡体内产生剪切破坏。随着震动时间的增加,剪切破坏单元向坡脚和坡肩处延伸,而在坡肩处主要产生拉破坏,一旦剪切破坏面和拉破坏面贯通,将导致边坡失稳。强震过后边坡坡脚鼓出,坡肩下凹,整个坡体呈弧形破坏。 展开更多
关键词 多层土质边坡 强震作用 剪切拉伸破坏 变形特征 FLAC3D
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自升式平台在多层土质上地基承载力计算 被引量:2
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作者 冷述栋 尹勇 +1 位作者 于斌 白锐利 《船海工程》 北大核心 2017年第5期46-47,52,共3页
基于工程应用较为广泛的单层土的地基承载力的计算方法,提出一种多层土中地基承载力的计算方法,采用从底至上的逐步双层土修正。与实测数据对比分析表明,吻合较好。该方法能够较好地解决自升式平台在多层土质上插桩深度计算问题,并对挤... 基于工程应用较为广泛的单层土的地基承载力的计算方法,提出一种多层土中地基承载力的计算方法,采用从底至上的逐步双层土修正。与实测数据对比分析表明,吻合较好。该方法能够较好地解决自升式平台在多层土质上插桩深度计算问题,并对挤压和穿刺问题进行较好的预测。 展开更多
关键词 地基承载力 多层土质 穿刺
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Energy flux characteristics of seismic waves at the interface between soil layers with different saturations 被引量:12
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作者 CHEN WeiYun CHEN GuoXing +1 位作者 XIA TangDai CHEN Wei 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第10期2062-2069,共8页
Based on the multiphase poroelasticity theory describing the propagation of waves in the unsaturated fluid-saturated porous medium,the reflection and transmission coefficients of the seismic waves at the interface bet... Based on the multiphase poroelasticity theory describing the propagation of waves in the unsaturated fluid-saturated porous medium,the reflection and transmission coefficients of the seismic waves at the interface between soil layers with different saturations are obtained.Our unsaturated model consists of a deformable skeleton in which two compressible and viscous fluids(i.e.,water and gas)flow in the interstices.Three compressional waves(i.e.,P1,P2,and P3 waves)and one shear(i.e.,S wave)wave exist in the unsaturated soils.The expressions for the energy ratios of the various reflected and transmitted waves at the interface during the transmission and reflection processes are presented in explicit forms accordingly.At last,numerical computations are performed and the results obtained are respectively depicted graphically.The variation of the energy ratios with the incident angle,wave frequency and saturation degrees of the upper and lower soil layers is illustrated in detail.The calculation results show that the allocation of incident seismic waves at the interface is influenced not only by the angle and frequency of the incident seismic waves,but also by the saturations of the upper and lower soil layers.It is also verified that,at the interface,the sum of energy ratios of the reflected and transmitted waves is approximately equal to unity as was expected.This study is of importance to several fields such as geotechnical engineering,seismology,and geophysics. 展开更多
关键词 energy flux characteristics seismic waves unsaturated soils wave reflection wave transmission
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