基于土质边坡塑性极限分析条分法的可靠度计算方法研究   总被引：3，自引：0，他引：3  

王根龙  伍法权  门玉明 《工程地质学报》2006,14(6):835-840

从土塑性极限分析上限定理出发,以土质边坡塑性极限分析条分法为基础,在引入可靠性分析方法(JC法)后,建立了土质边坡塑性极限分析条分法可靠度极限状态方程,并推导得到了塑性极限分析条分法可靠度计算公式。这种方法实现了定值计算向不确定性计算的转变,同时可靠度指标的计算结果具有概率的意义。  相似文献   

福建平潭虎潮山滑坡成因机理分析与评价   总被引：3，自引：0，他引：3  

秦刚  姚环  林燕滨 《中国地质灾害与防治学报》2006,17(3):10-13

虎潮山滑坡位于平宏公路12k 704~12k 884段北侧山坡体上,是平潭海岛通往陆地的唯一公路通道。论文通过定性的工程地质分析和定量计算评价了虎潮山坡体稳定性的变化趋势,提出改建公路超挖深切坡脚和持续长时间强降雨导致的孔隙水压力作用是边坡发生滑动破坏的主要因素。  相似文献   

Dynamics and interaction of organic carbon, turbidity and bacteria in a karst aquifer system   总被引：9，自引：8，他引：9  

Michiel Pronk  Nico Goldscheider  Jakob Zopfi 《Hydrogeology Journal》2006,14(4):473-484

The dynamics of organic carbon (OC), turbidity, faecal indicator bacteria and physicochemical parameters was studied in a karst system near Yverdon, Switzerland. Online measurements and sampling were done at a swallow hole draining an agricultural surface (the input), and two groups of springs (the outputs) that often show bacterial contamination. A fluorescent tracer that was injected into the swallow hole during low-flow conditions first arrived at the springs 10–12 days after injection; the total recovery rate was 29%. Previous tracer tests during high-flow conditions gave shorter travel times. After a major rainfall event, a primary turbidity peak was observed at the springs. It coincides with the rising limb of the hydrograph, indicating remobilisation of autochthonous particles from the aquifer. A secondary turbidity peak occurs several days later, suggesting the arrival of allochthonous particles from the swallow hole. Wider peaks of OC and bacteria were observed simultaneously. Applying methods from molecular microbiology (PCR-DGGE) allowed characterisation of the bacterial communities at the swallow hole and the springs. The results demonstrate that the swallow hole is an important source of groundwater contamination, while its contribution to aquifer recharge is insignificant. OC appears to be a better indicator for bacterial contamination than turbidity.  相似文献   

条带开采煤柱稳定性的试验模拟与数值分析——以山东省济宁市太平煤矿为例   总被引：1，自引：0，他引：1  

杨伟峰夏筱红  黄治灿刘汪威 魏永军 《中国煤田地质》2005,17(2):29-31,55

以山东省济宁市太平煤矿为例，采用煤柱模拟试验和数值分析手段，对薄基岩条带开采时所留设煤柱的应力应变状态、煤柱强度结构及煤柱长期稳定性进行了深入的分析与研究，揭示了煤柱稳定性及煤柱应力分布与条采尺寸、采出率、覆岩特征的相互关系，进行了条带煤柱的稳定性评价，为工程实践提供了理论依据。  相似文献   

粉煤灰浸出特性试验研究     

郭建新 《地下水》2005,27(5):405-407

利用浸出试验方法,对火电厂粉煤灰进行浸出特性的测定,对其有害特性进行鉴别并分析其浸出规律,从而为地下水受粉煤灰排水影响后的水质预测、堆灰场选址、环境影响评价提供依据.  相似文献   

地下导线随盾构推进逐段接测中的可靠性检验     

高俊强  潘庆林 《现代测绘》2005,28(1):17-19

盾构法施工的要点是需要在井下布设高精度的控制支导线，当我们根据盾构推进进度对导线接测时，由于观测条件、观测方法、观测仪器基本相同，但观测、的成果往往会存在一定的差异，有时我们无法直接判断成果的正确与否，此时，采用测量平差中的统计检验的方法来分析这些观测数据，可以取得比较满意的结果。  相似文献   

用940 nm通道遥感水汽总量的可行性试验   总被引：7，自引：2，他引：7       下载免费PDF全文

黄意玢  董超华 《应用气象学报》2002,13(2):184-192

在940 nm水汽弱吸收带和其附近窗区选取若干探测通道, 采取不同通道组合, 模拟计算通道反射率比值, 并建立了该比值与水汽含量之间的统计关系。用探空观测独立样本检验水汽含量模拟计算结果, 相对误差小于6%。  相似文献   

DGSC—203型液动射流冲击器在地热井的试验   总被引：4，自引：0，他引：4  

菅志军  桑路等 《地质与勘探》2002,38(5):92-93

介绍了新研制的DGSC－203石油钻井液动射液冲击器的性能参数及结构设计上的创新点，测试所获得的排量与压降之间的关系曲线可指导冲击器的使用。生产性试验证明该冲击器工作稳定，可大幅度提高硬地层钻井效率，克服钻柱振动，延长钻柱的使用寿命，具有良好应用前景。  相似文献   

滑坡体稳定性评价的三维极限平衡方法及应用     

张发明  陈祖煜  弥宏亮 《地质灾害与环境保护》2002,13(2):55-58

针对大多滑坡体滑裂面的三维特征，将滑坡体离散为多条柱体，从分析作用干滑裂面上的力的静力平衡入手，通过引入一定的假定，分析作用在条柱上的作用和力矩平衡条件，应用Newton-Lapson方法可以方便地求出滑坡的稳定系数真值下限解。便于与三维极限分析的上限解一起，确定滑坡安全系数的范围。应用三维极限平衡分析方法对小湾水电站坝前堆积体在坡角开挖条件下的稳定性进行了分析，得出该堆积体的稳定程度。  相似文献   

A mathematical hysteretic model for elastomeric isolation bearings     

J. S. Hwang  J. D. Wu  T.‐C. Pan  G. Yang 《地震工程与结构动力学》2002,31(4):771-789

An analytical model for high damping elastomeric isolation bearings is presented in this paper. The model is used to describe mathematically the damping force and restoring force of the rubber material and bearing. Ten parameters to be identified from cyclic loading tests are included in the model. The sensitivity of the ten parameters in affecting the model is examined. These ten parameters are functions of a number of influence factors on the elastomer such as the rubber compound, Mullins effect, scragging effect, frequency, temperature and axial load. In this study, however, only the Mullins effect, scragging effect, frequency and temperature are investigated. Both material tests and shaking table tests were performed to validate the proposed model. Based on the comparison between the experimental and the analytical results, it is found that the proposed analytical model is capable of predicting the shear force–displacement hysteresis very accurately for both rubber material and bearing under cyclic loading reversals. The seismic response time histories of the bearing can also be captured, using the proposed analytical model, with a practically acceptable precision. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献