共查询到20条相似文献，搜索用时 78 毫秒
1.
为了验证本文建立的锚索/注浆体耦合本构方程的正确性,对不同试验条件下的拉拔试验进行了数值模拟.分别对径向压力为常数,径向刚度为常数下的拉拔试验进行了数值模拟,并对其进行各相关参数、不同围岩应力变化等参数条件下的力学效果进行了详细的分析,得出了影响锚索锚固效果的相应的影响因素:注浆体的力学特性、锚索单元的围压及其刚度和由于岩体开挖引起的原岩应力场的改变.并且通过数值模拟可以看出,不同围压锚索体内的轴向载荷与其轴向位移、轴向位移与其径向位移之间的函数关系.轴向载荷随着轴向位移的增大而成增大的趋势,同时,水灰比低的锚固单元锚索的承载力比水灰比高的锚固单元要高;而且,在锚索轴向载荷的作用下,锚索的径向位移与其轴向位移基本呈线性关系.在岩体开挖后,岩体内的应力状态的改变对锚固体的应力分布有较大的影响作用,其应力状态的改变可以较大的影响锚索的轴向载荷的等作用载荷的分布. 相似文献
2.
在声发射试验系统上,进行了花岗岩声发射实验,获得了静载下花岗岩破坏的声发射规律。结果表明,在加载初期,出现了一定量的声发射信号,声发射计数最大达到2 000,这对应着岩石初始裂纹的闭合段;随着应力继续增大,声发射能量增大量较小,声发射计数逐步增大至峰值,这对应着岩石弹性段;岩石进入损伤阶段后,声发射能量迅速增大,在应力最高点附近,声发射能量达到峰值,而声发射计数却下降至较低值,这种低频大试件往往意味着结构的破坏。 相似文献
3.
张彩凤 《廊坊师范学院学报(自然科学版)》2012,12(2):64-66
利用RFPA系统对不同围压条件下岩石的剪应力状态、最大主应力状态及宏观破坏模式进行模拟研究,为实际操作提供较精确的数据基础。 相似文献
4.
This paper studies the effect of sample size on the stress-strain behavior and strength characteristics of geotextile reinforced sand using the finite element numerical analysis. The effect of sample size was investigated by studying the effects of varying the number of geotextile layers, the confining pressure and the type of geotextile. Modeling was performed on samples with five different diameters： 38, 100, 200, 500 and 600 mm. The elastic-plastic Mohr-Coulomb model was used to simulate sand behavior. Results showed that small-sized samples show higher values of peak strength and higher axial strain at failure in comparison with large-sized samples. The size effect on the behavior of samples became further apparent when the number of geotextile layers was increased or the confining pressure was decreased. In addition, the results indicated that the magnitude of the size effect on the mechanical behavior of reinforced sand decreases with an increase in the sample size. 相似文献
5.
Experiments of silt rock subjected to coupling loads were carried out on tailormade equipment. With a constant dynamic load, the behaviors of eight sets of siltite specimens were investigated with different axial static loads. The experimental results show that the modulus of the specimens under coupling loads increases at first and then decreases with the increase of axial static pressure. The failure model of the specimens also varies. Keeping the dynamic load constant, when the axial static pressure is low, the specimen breaks in two simply. With the increase of axial static pressure, the cone-shaped fragment appeares. When the axial static pressure reaches 90% of the static strength of rock, the specimen smashes into amount of small fragments. 相似文献
6.
ZHOU Zilong LI Xibing HONG Liang MA Chunde 《天津大学学报(英文版)》2006,12(B09):205-209
Experiments of silt rock subjected to coupling loads were carried out on tailormade equipment. With a constant dynamic load, the behaviors of eight sets of siltite specimens were investigated with different axial static loads. The experimental results show that the modulus of the specimens under coupling loads increases at first and then decreases with the increase of axial static pressure. The failure model of the specimens also varies. Keeping the dynamic load constant, when the axial static pressure is low, the specimen breaks in two simply. With the increase of axial static pressure, the cone-shaped fragment appeares. When the axial static pressure reaches 90% of the static strength of rock, the specimen smashes into amount of small fragments. 相似文献
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8.
INTRODUCTIONSoftsoilsarewidelydistributedinChinasco-astalareas.The1985earthquakethatinflictedgreatdamagetoMexicoCitysitedonsoftsoilfounda-tionsgreatlyattractedattentionofresearchersandengineersandmovedthemtostudythedynamicpropertiesofsoftsoils.Manyresearcheshavebeendedicatedtothestudyofdynamicpropertiesofsoftsoils.InChina,deepcementmixingmethodshavebeenwidelyusedinthecoastalareas.Theme-chanicalpropertiesofthesecompositefoundationsoilsarenotthesameasthatofundisturbedsoftsoilsorotherkinds… 相似文献
9.
Failure criterion of saturated soft clay is studied under cyclic loads through different experiments. A large number of cyclic torsional shear and cyclic triaxial tests on saturated soft clay under unconsolidated undrained condition are conducted. From the test result analysis, it is seen that the failure of saturated soft clay under static and cyclic loads satisfies Mises criterion. The result from different test stress states is not related to the test stress states or confining pressures. It can be applied in general stress states. Then according to the Mises criterion, the equivalent relationship on failure moment between the test stress state and the general stress state can be established. So the cyclic mechanics characteristics of saturated soft clay at failure moment are clarified in this paper. Furthermore, a theory basis is provided for using pseudo-static elasto-plastic cyclic strength model to evaluate cyclic bearing capacity. 相似文献
10.
In this work,the dynamic properties of composite cemented clay under a wide range of strains were studied considering the effect of different mixing ratio and the change of confining pressures through dynamic triaxial test. A simple and practical method to estimate the dynamic elastic modulus and damping ratio is proposed in this paper and a related empirical normalized formula is also presented. The results provide useful guidelines for preliminary estimation of cement requirements to improve the dynamic properties of clays. 相似文献
11.
压实非饱和土的模量与含水率关系分析(英文) 总被引：2，自引：0，他引：2
为了客观可靠地评价实际工程中路基压实土的工程性能,在路基填筑设计时考虑了道路实际服务期内气候变化对路基压实土性能的影响. 鉴于含水率测试方法简单且应用广泛,直接采用含水率代替吸力寻求压实非饱和土模量和含水率之间的联系. 采用非饱和土三轴仪对不同初始压实含水率和经历干湿过程后不同含水率土样进行常含水率三轴试验,分析了含水率和围压等对土体模量的影响规律. 研究结果表明: 土体含水率的增加会引起非饱和压实土体模量的降低,且在试验含水率范围内非饱和压实土体模量随含水率呈指数规律变化; 土体模量随围压的增大而增加,但含水率对模量的影响较围压对模量的影响更为显著. 该研究可为服务期内非饱和压实路基土的性能变化评价提供参考. 相似文献
12.
To consider the internal pressure loaded by both the cylindrical Ti-Al alloy liner and the carbon fiber resin composite （CFRC） wound layers, two models are built. The first one is a cylinder loaded with the internal pressure in the hoop direction only. In this model, the total hoop direction load is distributed over all layers under the internal pressure. The second one is a cylinder loaded with the internal pressure in the axial direction only. In this model, the total axial load is distributed over all cylinders under the internal pressure. Taking the boundary conditions of the continuous displacement between layers into account, a group of equations are built. From these equations, we get the solutions of stresses in both hoop direction and axial direction loaded by every layer under internal pressures. After the stresses are obtained, a reasonable design can be done. An example is given in the final section of this study. 相似文献
13.
双连拱隧道施工工序复杂,致使围岩应力发生多次重新分布。尤其在浅埋、偏压情况下,如果施工工序不合理,必然导致衬砌裂缝的出现。以铜黄高速公路汤屯段富溪隧道为背景,指出偏压荷载、地下水和不合理的施工工序是裂缝产生的主要原因。根据不同成因,分别采用设置挡土墙、地表排水、注浆加固、先施工浅埋侧等方法进行处理。 相似文献
14.
浅埋偏压连拱隧道开裂原因及防治措施 总被引：3，自引：0，他引：3
双连拱隧道施工工序复杂，致使围岩应力发生多次重新分布．尤其在浅埋、偏压情况下，如果施工工序不合理，必然导致衬砌裂缝的出现．以铜黄高速公路汤屯段富溪隧道为背景，指出偏压荷载、地下水和不合理的施工工序是裂缝产生的主要原因．根据不同成因，分别采用设置挡土墙、地表排水、注浆加固、先施工浅埋侧等方法进行处理． 相似文献
15.
成都裂隙性黏土流变特性试验 总被引：1，自引：0，他引：1
以成都裂隙性黏土为对象,进行一系列室内试验,探讨了成都裂隙性黏土的流变特性。通过三轴固结不排水蠕变试验,得到不同围压下各级偏应力水平的全过程蠕变曲线和应力—应变等时曲线,对试验结果做了讨论,并建立了蠕变方程。其中应变—时间关系采用伯格斯模型,应力—应变关系采用指数函数的蠕变方程,拟和曲线与试验曲线很好的吻合,较好地表达了土体的应力—应变—时间关系。 相似文献
16.
储层改造技术是目前实现低渗透和非常规油气藏及中深层地热资源高效开采的核心技术。为更好地满足储层改造技术的教学科研工作需求,自主设计了多功能大尺寸真三轴储层改造实验装置,创新性地实现了针对不同尺寸人造或露头岩心,不同温度、围压和孔压,不同流量的固液两相泵入,以及不同井筒完井工艺条件下的储层改造及渗流模拟实验,提供了主/被动声波结合的声发射检测、温压场和应力应变场检测及压后激光扫描测量等丰富的评价手段。该装置具备功能丰富、操作简便安全、性价比高的突出特点,有助于构建储层改造技术创新实践平台,提升教学科研水平,助推师生创新发展。 相似文献
17.
使用第一性原理方法研究了MgSiO3正交结构的晶格常数和弹性性质,并结合Debye-Grüneisen模型研究了压力从0到150GPa,温度从0到900K,MgSiO3正交结构的热力学性质,包括常压下晶胞体积V、定压热容CP、定体热容CV、熵S、德拜温度Θ、Grüneisen参数和体弹模量B随温度的变化以及不同压强下CP、CV、S、Θ、体膨胀系数α和Grüneisen参数与温度的关系.常压下计算的热容CP随温度的变化与实验数据符合很好. 相似文献
18.
The mechanical behavior of sand is very complex, and depends on factors including confining pressure, density, and drainage condition. A soil mass can be contractive or dilative when subjected to shear loading, and eventually reaches an ultimate state, referred to as the critical state in soil mechanics. Conventional approach to explore the mechanical behavior of sand mainly relies on the experimental tests in laboratory. This paper gives an alternative view to this subject using discrete element method （DEM）, which has attracted much attention in recent years. The implementation of the DEM is carried out by a series of numerical tests on granular assemblies with varying initial densities and confining pressures, under different test configurations. The results demonstrate that such numerical simulations can produce correct responses of the sand behavior in general, including the critical state response, as compared to experimental observations. In addition, the DEM can further provide details of the microstructure evolutions during shearing processes, and the resulting induced anisotropy can be fully captured and quantified in the particle scale. 相似文献
19.
杨林娟 《南通职业大学学报》2007,21(3):65-68
压力容器和管道"破前漏("LBB)准则是一种既安全又经济的评定方法。文章以弹塑性断裂力学为基础,提出了一种压力容器和管道的"破前漏"缺陷评定准则:若容器表面裂纹韧带的极限失稳压力Pu低于相应穿透裂纹的起裂压力Pc,则容器会泄漏失效;若容器表面裂纹韧带的极限失稳压力Pu等于或大于相应穿透裂纹的起裂压力Pc,则容器会爆破失效。同时,分别建立了轴向表面裂纹和周向表面裂纹韧带的极限失稳压力Pu和穿透裂纹的起裂压力Pc的表达式。进而用此方法分析了一些文献提供的实验数据,结果表明,预测的失效形式与实际情况完全相符。 相似文献
20.
This paper establishes a 3D numerical model for 15# hydropower house of the Three Gorges Project (TGP) and performs a nonlinear static and dynamic damage analysis. In this numerical model, a coupling model of finite and infinite elements for simulating infinite foundation of hydropower station is adopted. A plastic-damage model based on continuum damage mechanics, which includes the softening and damage behavior under tension is considered for the concrete material. The dynamic equilibrium equations of motion are solved by using the HilberHughes-Taylor (HHT) time integration method. Firstly, the static damage response analysis of the hydropower station is conducted due to high tensile stress resulting from large water head and diameter of an inlet pipe. Then, on the basis of static simulation, the dynamic damage analysis of hydropower house subjected to earthquake motion is simulated. Numerical results show that under large water head and diameter of an inlet pipe of the project, the damages are mainly located near the top of the spiral case from the inlet section to the 0° section; under combined loadings of static loads and earthquake, the damages of the concrete surrounding the spiral case increase insignificantly; however, some damages occur on the side walls of the main powerhouse. 相似文献