共查询到19条相似文献，搜索用时 138 毫秒
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地温对冻土动力特性及其场地地震动参数的影响 总被引：8，自引：0，他引：8
地温是影响冻土力学性质的重要参数之一。本文基于对2001年11月14日昆仑山口西8．1级大震在多年冻土区所造成的地表变形与地震破坏特征的定量调查结果，通过冻土的振动三轴实验，研究了地温对冻土动本构关系、动弹性模量、阻尼比、动强度等动力特性参数的定量影响规律；进而利用青藏铁路沿线4个冻土剖面和该区50年超越概率分别为63％、10％和2％的场地基岩地震动时程，分析计算了不同地温下冻土场地地震动参数的特征，研究了地温对冻土地面地震位移、速度、加速度和反应谱等的定量影响，为冻土区工程地基、路基以及地下工程震害防御提供了科学依据。 相似文献
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通过对不同温度和围压条件下济南辉长岩的蠕变破坏实验结果和声发射特征分析,本文提出以岩石蠕变破坏应变做为岩石蠕变破坏判据。建立了岩石蠕变破坏应变的经验关系式。依据实验结果得到相应的济南辉长岩蠕变破坏应变参数,进一步探讨了预报岩石蠕变破坏和地震的方法 相似文献
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在常温下、单轴加压下对两种岩石完整样品进行蠕变破坏过程中声发射活动实验.根据实验获得的数据讨论了蠕变三个阶段中声发射活动特征.在瞬态蠕变阶段,随着加载,声发射活动逐渐增强;在稳态蠕变阶段,在较低的声发射活动背景上,可能出现较强的信号,声发射幅值-频度关系的 m 值可能稳定于某一低值,也可能下降;进入加速蠕变阶段,声发射活动水平增强,m 值下降加快,也可能表现为明显回升后再下降,并与岩石样品的性质有关.将蠕变破坏三个阶段中声发射活动与地震孕育过程中某些地震活动图象变化(如 b 值、前震活动)进行了联系,提出地壳岩石蠕变破坏机制形成前震—主震—(余震)型地震序列类型的可能性. 相似文献
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在常温下、单轴加压下对两种岩石完整样品进行蠕变破坏过程中声发射活动实验.根据实验获得的数据讨论了蠕变三个阶段中声发射活动特征.在瞬态蠕变阶段,随着加载,声发射活动逐渐增强;在稳态蠕变阶段,在较低的声发射活动背景上,可能出现较强的信号,声发射幅值-频度关系的 m 值可能稳定于某一低值,也可能下降;进入加速蠕变阶段,声发射活动水平增强,m 值下降加快,也可能表现为明显回升后再下降,并与岩石样品的性质有关.将蠕变破坏三个阶段中声发射活动与地震孕育过程中某些地震活动图象变化(如 b 值、前震活动)进行了联系,提出地壳岩石蠕变破坏机制形成前震——主震——(余震)型地震序列类型的可能性. 相似文献
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人类工程活动下冻土环境变化评价模型 总被引：16，自引：4，他引：16
提出用冻土热稳定性、热融敏感性及地表景观稳定性来评价人类工程活动下冻土环境变化, 并提出冻土环境的定量评价模型. 利用青藏公路沿线28个地温监测资料, 对冻土环境评价模型进行计算. 分析冻土热融敏感性与冻融过程和季节融化深度之间的关系; 冻土热稳定性与多年冻土顶板温度、年平均地温及季节融化深度之间的关系; 地表景观稳定性与冻融灾害之间的关系及产生的可能性. 结果表明, 冻土热稳定性、热融敏感性和地表景观稳定性可用来评价和预报人类工程活动下冻土环境的变化特征. 相似文献
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通过对2001年昆仑山口西8．1级地震区冻土震害考察研究表明，震区主要存在冰碛、冲积、洪积和湖积等成因的冻土，沿地震破裂带冻土厚度变化较大。震区冻土变形破坏主要包括地震构造成因的地震破裂带和由地震振动引起的裂缝、液化、震陷和崩塌等。冻土中地震破裂带在地表主要以脆性变形为主，在地震断裂左旋走滑运动作用下，主要由剪切裂缝、张裂缝和开裂的挤压鼓包等组成。裂缝、液化、震陷和崩塌等变形破坏的展布特征及其组合形式与震区岩土与环境条件密切相关；本次地震震害具有地震破裂带规模大、有建筑物分布的青藏公路一线地震烈度衰减较快和震害分布受岩土条件影响大等特点。 相似文献
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孕震过程中孔隙压及地下水位变化的数值模拟 总被引：2，自引：2，他引：2
地震孕育过程中孕震区内各点的应力应变都将发生变化，介质的物性参数也将改变，因此孔隙压和地下水位随之改变。本文在研究孕震过程中包括扩容和断层蠕变效应在内的应力应变场的基础上，根据应力场与孔隙压场的耦合方程，把孔隙压场随应力场的应力变化定量地计算出来。计算结果表明，孕震过程中孔隙压的变化与应力场变的化的强弱及南的渗透性能等因素相关。孕震过程后期，震源区表现为扩容区并且孔隙压强以负压为主，此结果显示着震 相似文献
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The constitutive theory on the viscoelastoplasticity and damage of frozen soil is based on the continuous mechanics and thermodynamics. The basic principles of the theory, dissipation potential function and damage model are presented. The constitutive theory explains the mechanical properties of frozen soils under complicated stresses, especially under high confining pressures which make frozen soil harden and soften. The agreement between the calculated results by the constitutive theory and the experimental results of triaxial creep of frozen soil is seen to be very good. 相似文献
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J. Moeyersons 《地球表面变化过程与地形》1978,3(2):115-128
This study reveals that the Quaternary mantle of reworked Kalahari Sands undergoes a post-sedimentary composite process at the archaeological site of Gombe (Kinshasa, Zaïre). There is a biological activity which consists of an upworking of soil particles, mainly by termites and worms. This causes a diminishing dry volume weight of the sediment. In response, the mantle reconsolidates. When the soil surface is horizontal, the particles which are not brought up will sink down in the soil profile as a result of the reconsolidation. When the soil surface is inclined, it is only the resettlement of the sediment which can give rise to creep, caused by wetting and drying. Creep of the dead mineralogical material alone seems to be very improbable once the structure and settlement of the sediment are in equilibrium with a given slope. Only a new phase of bioturbation can induce further creep movements. The experiments have shown that stone implements in reconsolidating Kalahari Sands do not exactly accompany the compaction movement of the sediment. Depending on their form, their size, their orientation and the water content of the sediment around them, stone implements can undergo differential movements during the reconsolidation process. This can result in a dispersion of the implements over levels of different ages. As creep is a phenomenon, going hand in hand with the resettlement of the sediment after biogenic upworking, partially analogous movements of stone implements can be expected in a creeping Kalahari Sands mantle. Partial or total reconcentration of the stone implements at the base of affective biogenic activity can be expected. This can lead to typical stone-line profiles which must be interpreted very carefully. 相似文献
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Brian Finlayson 《地球表面变化过程与地形》1981,6(1):35-48
An instrument has been designed to measure soil creep optically with a minimum of site disturbance. The instrument is sufficiently sensitive to detect movement in the soil over periods as short as one month. The results of measurements over a nine month period indicate that movement in the soil occurs in seemingly random directions and that large total movement does not necessarily imply a similarly large downslope movement. It is suggested that measurements of the type reported here are necessary for a satisfactory examination of the process involved in soil creep but that measurements over very long time periods are required for estimates of the rate of downslope transport. 相似文献
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利用青藏高原46个气象站的最大冻土深度观测资料、中国160个气象站降水资料和NCAR/NCEP资料，对青藏高原冻土的季节性冻融过程进行合成分析，发现青藏高原土壤的季节冻融过程对青藏高原上空及东亚大气环流有显著的影响，在高原最大冻土深度较小的年份中，7月份，南亚高压强且偏西，500hPa印度低压强，西太平洋副热带高压弱且偏东，高原南部的东风较强；最大冻土深度较大的年份，南亚高压弱且偏东，印度低压弱，西太平洋副热带高压强且偏西. 在不同的冻融年份，850hPa上纬向风的差异显著区反映了西南季风的活动. 最大冻土深度与中国夏季（7月份）降水有3条显著相关带，雨带的分布与中国夏季平均雨带相吻合. 由此，青藏高原季节冻融过程引起的水热变化是影响东亚气候的一个重要外源. 相似文献
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María Concepcin Ramos Evangelina Pareja‐Snchez Daniel Plaza‐Bonilla Carlos Cantero‐Martínez Jorge Lampurlans 《水文研究》2019,33(15):2095-2109
The main objective of this research was to analyse the effect of soil management on soil sealing and on soil water content under contrasting tillage practices and its influence on corn yield. The experimental research was carried out in a field cultivated with irrigated corn differentiated into three zones representing a gradient of soil texture (Z1, Z2, and Z3, i.e., increasingly coarser). Two plots under different soil management practices (conventional intensive tillage, CT, and no‐tillage, NT) were selected in each zone. The susceptibility to sealing of each soil and the steady infiltration rates were evaluated in the laboratory subjecting the soils to rainfall simulation applied at an intensity of 25 mm h?1. In addition, soil porosity under each treatment was quantified. Soil water content (0–90 cm depth) was determined gravimetrically at the beginning and the end of the growing cycle and at the surface (0–5 cm) during three growing seasons and continuously at two depths (5–15 and 50–60 cm) during the last growing cycle. Soil water content was simulated using the SIMPEL model, which was calibrated for the experimental conditions. Corn yield and above‐ground biomass were also analysed. Significant differences in soil sealing among zones, with decreasing soil sealing for coarser textures, and treatments were observed with infiltration rates that were near twice in NT than in CT, being the effect of soil cover significant in the reduction of soil detachment and soil losses. NT showed higher soil water content than CT, especially in the surface layers. Above‐ground biomass production was smaller in CT than in NT, and in the areas with higher sealing susceptibility was 30% to 45% smaller than in other zones, reaching the smallest values in Z1. A similar reduction in corn yield was observed between treatments being smaller in CT than in NT. No‐tillage has been confirmed as an effective technique that benefits soil physical properties as well as crop yields in relation to CT, being its impact greater in soils susceptible to sealing. 相似文献
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Adrian C. Armstrong 《地球表面变化过程与地形》1987,12(1):17-30
Slope profile sequences are as much influenced by their boundary conditions as they are by the processes operating. The development of a simple slope under a single process can adopt a variety of forms depending on initial and boundary conditions, and a given form can be derived from several different processes. For example, convexo-concave forms develop under soil creep with basal accumulation, under wash with an initial step form, and under mixed wash and creep processes. 相似文献
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WU Yaping ZHU Yuanlin GUO Chunxiang SU Qiang & MA Wei . School of Civil Engineering Lanzhou Jiaotong University Lanzhou China . State Key Laboratory of Frozen Soil Engineering Cold Arid Regions Environmental Engineering Research Institute Chinese Academy of Sciences Lanzhou China 《中国科学D辑(英文版)》2005,48(7)
In the construction of Qinghai-Tibet railway,to avoid diseases caused by frost heave and thaw col-lapse of frozen ground,besides the normal bridges over the rivers,a lot of dry bridge structures have been built to replace subgrade in the regions of high tem-perature and high ice content frozen soil.So,the problems on forming mechanism of bearing capacity of pile foundation in cold regions already become one of hot spot problems in frozen soil engineering.Freezing force and frost heave force ar… 相似文献