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1.
玄武岩台地型滑坡是一种特殊的滑坡类型，此前对其稳定性的研究较少。以嵊州市地雅园滑坡为研究对象，采用三维数值模拟的方法进行了稳定性分析评价，首先基于详细的地质资料采用三维模拟软件进行了建模；然后基于P-Ⅲ型分布曲线确定了降雨重现期，分别采用岩土软件MIDAS进行了滑坡稳定性模拟与三维运动模拟平台DAN3D软件进行了滑坡影响范围计算；最后对影响地雅园滑坡稳定性的因子进行了敏感性分析。结果表明:不同降雨强度对地雅园滑坡稳定性的影响不同，最不利工况为百年一遇降雨工况，此时滑坡稳定性系数为0.946，破坏概率为65.25%，影响范围最大增加了36.83%；内摩擦角和降雨是影响地雅园滑坡稳定性的主要因子。分析原因认为玄武岩台地型滑坡稳定性主要与硅藻土滑带、节理裂隙面的发育情况、降雨入渗滞后性有明显的相关性。本研究成果可为同类滑坡稳定性评价提供参考依据。 相似文献
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对4台购于不同时期的CG-5重力仪进行零漂稳定性分析,提出运用拟合直线相关系数来评估仪器的静态零漂稳定性,以及运用平均动态零漂率来评估仪器的动态零漂稳定性。数据处理结果证明,该方法能有效地评估CG-5重力仪的零漂稳定性特征。 相似文献
3.
基于小波变换的稳定性函数来研究尺度进制的算法。用母波的频谱函数来构造出尺度进制为任意进制时的稳定性函数,根据稳定性函数计算小波框架的边界、紧致度和收敛因子,最后由框架参数值进一步计算得到尺度进制范围。结果表明,此范围有效地缓解了小波变换的稳定性和冗余性之间的矛盾。 相似文献
4.
基于可拓工程法的黄土路堑边坡稳定性评价方法 总被引：3，自引：0，他引：3
针对影响黄土路堑边坡稳定性因素的复杂性和模糊性,重视实践中的经验,将可拓工程方法与路堑边坡稳定性评价相结合,提出了路堑边坡稳定性评价的物元关联函数及物元关联度的计算方法。建立了适合可拓学理论的边坡稳定性分类标准,实现了定性与定量评价黄土路堑边坡的结合。实例评价结果与定值计算、工程实际调查结果一致。 相似文献
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地下采煤会引起地表沉降、变形,甚至引发山体、河堤滑坡等地质灾害。采动坡体的稳定性研究一直是采矿工程中实际关心的问题。该文首先介绍分析了概率积分法移动变形稳态、动态预测模型以及基于极限平衡理论的单滑面采动坡体稳定性预测模型,提出了使用概率积分法结合Knothe时间函数对采动坡体稳定性进行预测分析的方法,并使用C#及XML Schema语言编制了相关的计算程序。最后,结合一个工程实例对采动坡体稳定性和动态变化过程进行了预测与分析,通过实测数据验证了提出方法的可行性,得出了采动引起的坡体下沉是影响坡体稳定性的主要因素,并提出了在坡体拉伸阶段进行注浆加固的方法。 相似文献
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对仅从剖分单元的形状和面积的变形研究,不能完全表达格网模型几何稳定性作了分析,并提出了从研究格网结点空间分布均匀性在多分辨率剖分过程中的变化出发,分析格网系统稳定性的研究思路,并选择能直接反映格网结点分布特性的四个统计量作为格网结点均匀性的评价指标。对几种离散格网系统的几何稳定性进行比较和评价,分析了不同格网生成方式对稳定性的影响,最后,在此研究基础之上,提出了进一步研究的工作方向。 相似文献
7.
Xiangyu REN Li CHEN Hong FENG Xinli LI 《东北亚地学研究》2006,9(2):235-238
The stability analysis is one of the chief problems at hydropower stations.The Tengzigou Hydropower Station is a significant project in Southwest China.The authors analyzed the engineering geological features and evaluated the stability of rock mass on left bank.For determining the parameters of rock mass stability on left bank,we adopted the method of numerical value calculation according to the theory of rigidity limited equilibrium,which will provide the theoretical evidences for this project. 相似文献
8.
Rock slope stability is of great concern along highway routes as stability problems on cut slopes may cause fatal events as well as loss of property. In rock slope engineering, stability evaluations are commonly performed by means of analytical or numerical analyses, principally considering the factor of safety concept. As a matter of fact, the probabilistic assessment of slope stability is progressively getting popularity due to difficulties in assigning the most appropriate values to design parameters in analytical or numerical methods. Additionally, the effect of heterogeneities in rock masses and discontinuities on the analysis results is minimized through the probabilistic concept. In this study, slope stability of high and steep sedimentary rock cut slopes along a state highway in Adilcevaz-Bitlis (Turkey) was evaluated on the basis of probabilistic approach using the Slope Stability Probability Classification (SSPC) system. The probabilistic assessment indicates major slope stability problems because of discontinuity controlled and discontinuity orientation independent mass movements. Almost all studied cut slopes suffer from orientation-independent stability problems with very low stability probabilities. Additionally, the probability of planar and toppling failures is significantly high with respect to the SSPC system. The stability problems along the investigated rock slopes were also verified by field reconnaissance. Remedial measures such as slope re-design and reinforcement at the studied locations should be taken to prevent hazardous events along the highway. On the other hand, the probabilistic approach may be a useful tool during rock slope engineering to overcome numerous uncertainties when probabilistic and analytic results are compared. 相似文献
9.
The stability analysis is one of the chief problems at hydropower stations. The Tengzigou Hydropower Station is a significant project in Southwest China. The authors analyzed the engineering geological features and evaluated the stability of rock mass on left bank. For determining the parameters of rock mass stability on left bank, we adopted the method of numerical value calculation according to the theory of rigidity limited equilibrium, which will provide the theoretical evidences for this project. 相似文献
10.
圆弧条分法是分析土坡稳定性的一种简单而有效的方法,但在确定潜在滑动面时较为繁琐,需反复试算。在圆弧条分法的基础上,将匀质简单土坡的稳定安全系数转化为一个一元函数,求稳定系数的极小值及其所对应的滑动圆弧的位置,由此可以快速搜索到最危险滑动面,并得到相应的稳定系数。 相似文献
11.
本文采用两级模糊综合评判方法,在对延安市区斜坡稳定性进行定性分析和评价的基础上,选取主要影响因素作为评价指标并将其定量化,然后按不稳定、次不稳定、基本稳定和稳定等四个级别进行了延安市区斜坡稳定性两级模糊综合评判。评判结果较好地反映了市区斜坡带的实际稳定程度。该方法清晰易用,能使较多的影响因素参与评判,是进行斜坡稳定性定量化研究的一个有效途径。 相似文献
12.
Cracks in rock or soil slopes influence the stability and durability of the slopes. Seismic forces can trigger slope disasters, particularly in the cracked slopes. Considering the nonlinear characteristics of materials, the more generalized nonlinear failure criterion proposed by Baker is adopted. The influence of non-dimensional strength parameters on the stability of cracked slopes under earthquakes is performed using the upper bound limit analysis. The seismic displacement is calculated by adopting the logarithmic spiral failure surface according to the sliding rigid block model. Based on the existing studies, two methods for the stability analysis of cracked slopes under earthquakes are introduced: the pseudo-static method(with the factor of safety(Fs) as an evaluation index), and the displacement-based method(with the seismic displacement as an evaluation index). The pseudo-static method can only determine the instantaneous stability state of the cracked slope, yet the displacement-based methodreflects the stability variation of cracked slopes during earthquakes. The results indicate that the nondimensional strength parameters affect the factor of safety and seismic displacement of slopes significantly. The non-dimensional strength parameter(n) controlling the curvature of strength function shapes on the slope stability is affected by other parameters. Owing to cracks, the effect of non-dimensional strength parameters on seismic displacement becomes more significant. 相似文献
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Yan XU Lei NIE Huangping DING Yin WANG Jian LIU Wei LU Zhenying ZHANG Xue GONG Shiwei SHEN 《世界地质(英文版)》2006,9(2)
On the basis of the study on the engineering geological characteristics of No.2 dump of Nanfen iron mine and the analysis of the failure mode of dump landslide, the stability of the present dump, the stability of the dump 20 years later and the stability of double-bench dump are analyzed. Then, the debris flow risk is evaluated by fuzzy mathematics method. Finally, the comprehensive treatment for the dump is suggested. It is concluded that ① In rainy and snowmelt period, the stability would be decreasing sharply when ground water is not drained out in time; ② Double-bench dumping mode will improve stability of the dump little; ③ Debris flow risk is middle danger. The interim debris flow with medium scale may occur. ④ Monitoring, draining and baffling work ought to be well done. ⑤ In order to prevent the damage of landslide and debris flow, three measures are adopted, including setting rockfall net, setting the debris flow barrier and removing the residents. 相似文献
15.
对6台CG型重力仪分别进行静态和动态稳定性试验,结果表明,CG-6型重力仪继承了CG-5型重力仪的静态稳定性优点,静态曲线拟合成直线的拟合中误差小于3 μGal,最大拟合差小于5 μGal;CG-6型重力仪动态精度和动态零漂率明显优于CG-5型重力仪。 相似文献
16.
The stability analysis is one of the chief problems at hydropower stations. The Jinjia Hydropower Station is a significant project in Southwest China. The paper adopts the rigidity limited equilibrium theory and evaluated stability of the slope body, which will provide the evidences for further detail design. 相似文献
17.
滑坡稳定性评价是滑坡防治中关键问题之一, 滑坡失稳破坏判据研究可为滑坡稳定性评价提供支持。为了提高滑坡稳定性评价的精度, 以滑坡深部位移监测数据为基础的滑坡失稳破坏判据不失为一种有效方法。基于滑坡深部位移监测数据, 引入滑带完整性指标, 推导得到了滑带完整性指标与滑坡抗剪强度参数之间呈正比例关系; 运用滑坡稳定性计算方法和三峡库区堆积层滑坡简化模型, 获得了滑带完整性指标与滑坡的稳定性系数之间呈正比例关系。建立了考虑滑带完整性指标的三峡库区堆积层滑坡失稳破坏判据, 即: 当滑坡滑带土完整性指标大于滑坡滑带土完整性指标的临界值时, 滑坡处于稳定状态; 当滑坡滑带土完整性指标小于滑坡滑带土完整性指标的临界值时, 滑坡发生失稳破坏。以三峡库区典型堆积层滑坡——五尺坝滑坡为例, 通过实例分析发现该判据具备可靠性, 对堆积层滑坡适用性好。研究成果表明, 滑带完整性指标失稳破坏判据可以用于评价滑坡的稳定状态, 为滑坡失稳破坏判据研究提供了一种新思路。 相似文献
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???GPS???????????????????ù??????????????????????????GPS?????????????????????????????????????????????????????????????????????????????????ó?Block IIR??M Rb???????????????Block IIR Rb?????Block IIR Rb???????????????Block IIA Rb???Cs?????????????????????Rb???2~3????????????????????????????????????????????????Rb?????1????????????1.9ns????????????С??????????? 相似文献
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《世界地质(英文版)》2012,(3):221-224
According to the data of preliminary survey, the authors established a landslide geological model,on the basis of analyses on the sensitivity of landslide, tried to simulate and calculate the landslide stability of Shuitianba with the method of transfer coefficient when it is under different strength parameters, and study the landslide mechanism. The results show that it is sensitive to the effects of shear strength parameters of sliding zone and groundwater level on landslide stability safety coefficient, which provides reliable basis for calculation of landslide stability. 相似文献