成层场地基本周期简化计算方法研究

从波动问题物理本质出发,提取阻抗比和周期比作为表征不同土层条件下场地周期变化规律的基本特征量。提出了子层周期贡献系数的概念,并指出其可由阻抗比和周期比唯一确定,建立了周期贡献系数与阻抗比和周期比一般关系。采用子层周期加权累加方式形成一套简单实用且具有明确物理意义的成层场地基本周期估算方法,以传递函数法结果为标准,就240种工况算例与现有简化方法进行对比,给出各方法偏差分析和适用性评价。主要结论为:阻抗比和周期比作为场地周期研究的基本特征量,结果具有完备性;传统法无法反映土层结构对场地周期的影响,对最普遍的渐硬型场地,偏差也有可能达到40%以上,对存在极端软夹层情况其偏差极易大于20%;Hadjian法精度明显优于传统法,但方法和参数本身缺乏明确的物理意义;新方法在一般和极端两种情况下最大偏差均不超过8%,偏差小于5%和2%工况数占比分别达到85%和60%以上,高于Hadjian简化法,可以在实际工程中推广应用。     

岩质滑坡−碎屑流的运动距离计算公式研究

滑坡?碎屑流的远程运动距离是碎屑流体所能够达到的最大堆积距离,是灾害预警和评估的重要指标。通过总结已有碎屑流运动距离研究成果,从岩体势能入手开展研究,并结合量纲分析,首先建立了运动距离与势能之间的基本方程。其后,采用4种颗粒材料开展岩质碎屑流滑槽试验,研究碎屑体体积V、滑移区坡度?、碎屑粒径d以及最大垂直运动距离H等对碎屑流运动距离L的影响,通过逐步拟合回归,建立了基于势能的岩质滑坡?碎屑流最大水平运动距离的计算公式。最后,采用汶川地震触发的38个岩质碎屑流以及17个其他典型岩质滑坡碎屑流数据对计算公式进行了验证,结果表明,考虑该运动距离计算公式具有较好的可靠性,能够为山区滑坡?碎屑流灾害预警工作提供理论指导。     

甘肃白银厂折腰山VMS矿床蚀变带元素迁移及定量计算

折腰山矿床是甘肃省白银厂矿田内最典型的火山成因块状硫化物(VMS)矿床,赋矿围岩主要为奥陶纪石英角斑凝灰岩,属于FⅡ类流纹岩,为弧后环境的产物,在海底对流循环成矿作用过程中,遭受强烈的热液改造,形成了多种类型的蚀变。文章将折腰山矿床蚀变围岩分为弱蚀变带→绢云母硅化带→绿泥石化带→矿化带,利用蚀变趋势图解和质量迁移计算等方法,定量揭示了热液蚀变过程中元素的迁移规律。研究表明:①从弱蚀变带→矿化带,蚀变强度逐渐增大,主量元素P、Mn有一定活动性,二者的迁移量分别为-8.8%～8.8%和-1.8%～9.9%,但迁移趋势不规律;Si迁移量变化范围较大,为-16.2%～83.73%;Na、Ca、Sr大量迁出,其中Na、Ca最大迁出量分别可达-3.11%和-2.71%;Mg、Fe依次迁入,并在绿泥石化带中达到最大值9.49%和69.73%;K在绢云母化带中迁入量出现峰值1.6%,其后逐渐迁出,最大可达-2.22%;Rb的迁移行为与K一致;②高场强元素Nb、Ta、Zr、Hf等在热液蚀变过程中相对保持惰性;Al、Ti及Y表现为弱活动性;③主要成矿元素Cu随蚀变强度的增大,其迁入量有递增的趋势,Pb、Zn在矿化带中迁入,其余各带均为迁出;④热液活动过程中,SiO_2活化再沉淀,形成硅化蚀变;K的迁入形成绢云母化,并消耗了H~+,使热液酸度减小;Mg、Fe的迁入在还原环境下形成绿泥石化,并伴随金属硫化物的沉淀。因此,折腰山矿床中的绿泥石化可能是导致矿质发生沉淀的重要蚀变作用,其在勘查工作中可以作为寻找VMS矿体的重要标志。     

高拱坝施工初-中期导流风险模型及应用

面向工程设计阶段,采用高拱坝施工动态仿真技术获取施工初-中期挡水度汛面貌数据,综合考虑水文、水力随机性因素,构建高拱坝施工初-中期导流风险模型,提出采用Monte Carlo方法耦合挡水度汛面貌数据和主要随机因素进行风险模型求解的方法。基于风险分析原理提出了导流洞设计的风险判别方法,给出导流洞尺寸设计优化的数学模型和具体步骤。通过金沙江上游某高拱坝工程案例分析的结果表明:所提风险模型及求解方法是适用的、有效的,该模型能够得到整个施工初-中期导流风险率,较为客观地反映高拱坝施工中期度汛可能存在的两种挡水情况,克服了初期导流风险模型的局限性;施工中期导流风险率随导流洞尺寸增大而减小,导流洞尺寸设计的可行方案集存在界限,即优化方案。研究成果可为高拱坝施工导流的风险决策和设计优化提供理论支撑。     

Seismic Activity in the Himalayan Orogenic Belt and Its Related Geohazards

Himalayan orogenic belt is the highest and largest continental collision and subduction zone on the Earth. The Himalayan orogenic belt has produced frequent large earthquakes and caused several geohazards due to landslides and housing collapse, having an impact on the safety of life and property along a length of over 2500 km. Here we took three earthquake clusters as examples, which occurred at Nepal Himalaya, eastern Himalayan syntaxis and western Himalayan syntaxis, respectively. Here we calculated the earthquake locations and fault plane solutions based on the waveform data recorded by seismic stations deployed in source areas by the Institute of Tibetan Plateau Research, Chinese Academy of Sciences. We found that at the Nepal Himalayan, the Main Himalayan Thrust is the major tectonic structure for large earthquakes to occur. At the eastern Himalayan syntaxis, most earthquakes are of the reverse or strike-slip faulting. The major tectonic feature is the combination of the NE-dipping thrust with the southeastern escape of the Tibetan plateau. At the western Himalayan syntaxis, intermediate-depth earthquakes are active. These observations reveal the geometry of the deep subduction of the continental plate with steep dipping angle.     

Study on Multi-Parameter Seismic Observation Technique Based on Optic Fiber Sensing

”Deep well, wide band, multi-component comprehensive observation” is the development direction of seismic observation. In order to promote the application and development of underground integrated observation system, key technologies, such as high temperature resistance sensor, interference isolation of sensor unit and miniaturization of instrument, need to be developed. Optic fiber sensors have the advantages of small size, passive nature, resistance to electromagnetic interference, being easy to long distance transmission and multi-parametric network observation, which are expected to provide new technology for the comprehensive observation of multi-parameter earthquakes in deep wells. This paper proposed a comprehensive observation technique of seismic wave, crustal deformation and temperature. An integrated borehole seismic sensor based on fiber Bragg grating resonators was designed for measuring three-component earthquake, three-component crustal deformation and temperature signal. A new technique for simultaneous measurement of multi-parameters of temperature and strain of fiber based on effective cavity length was presented. The technique of high precision optical fiber signal demodulation based on single side band sweep laser and the design of multi-parameter integrated optical fiber probe were introduced. The resolution of strain and temperature measurement of the fiber multi-parameter sensor system reached 4.7 \times 10^-10 and 6×10^-5 ℃ , respectively. A comprehensive multi-parameter earthquake observation experiment was carried out at the seismic station. The results show that the integrated optical fiber multi-parameter seismic observation system can simultaneously record the earth tide signal, seismic wave signal and environmental temperature disturbance, and has good anti-environmental interference ability and long-term stability, which is expected to provide a new technique for crustal deformation observation.     

Characterisation of geotechnical model uncertainty

The calculated response from a numerical model will deviate from the measured one given the presence of modelling idealizations and real world construction effects. This deviation can be directly captured by a ratio between the measured and the calculated quantity. The ratio is also called a model factor in many design guides. The probabilistic distribution of the model factor is arguably the most common and simplest complete representation of model uncertainty. The characterisation of model uncertainty is identified as one of the critical elements in a geotechnical reliability-based design process in Annex D of ISO 2394:2015 “General Principles on Reliability of Structures”. This Spotlight paper reviews the databases for various geo-structures and determines their associated model statistics. Foundation load test databases are the most prevalent. A recent effort to compile a large generic database (PILE/2739) that contains 2739 field load tests conducted on various piles and installed in different soils and countries, is highlighted. This systematic compilation of load test data is part of a broader research agenda to digitalise foundation design for “precision construction”, which is targeted at characterising “site-specific” model factors and soil parameters based on both site-specific and generic data for further customisation of design to a particular site. The mean and COV of the model factor for a range of geo-structures, geomaterials, and limit states (both ultimate and serviceability) are summarized in a form suitable for adoption in design and codes of practice. Based on this summary, it is proposed that a model factor for a design model can be classified as: (1) moderately conservative (1?≤?mean?相似文献   

Development of partial factor design method on bending strength of piles for Japanese Specifications for Highway Bridges

ABSTRACT

This paper describes the development of a partial factor design method on the bending strength of piles for the Japanese Specifications for Highway Bridges. First, uncertainties in mobilised bending moments and yield bending moments were evaluated by Monte Carlo simulations. Second, the reliability of piles designed by the previous specifications were evaluated on the basis of reliability analysis considering uncertainties in the mobilised bending moments, yield bending moments, and other factors. Finally, a partial factor design method utilising a survey subsurface investigation method and ground type was developed to reach target reliability levels determined by the Standards.     

Optimizing dewatering design for a metro station on the Chengdu Metro Line 7

At present, most calculation results regarding foundation pit dewatering are ideal values, making construction resources prone to being wasted. In order to optimize the traditional pipe well design of large wells, the linear programming solution module in Excel is used, with the total water inflow taken as the objective function, the water level drawdown used as the constraint and test condition, and a station project on the Chengdu Metro Line 7 serving as the subject of this study. The total water inflow of the traditional pipe well design is optimized by the simplex method, producing a total water inflow of 4 040.65 m~3/d, which, compared with 4 829.79 m~3/d, the total water inflow calculated by means of the traditional design optimization method, engenders a reduction of roughly 16% per day. The feasibility of the optimization methodology is verified by the drawdown constraint, which reveals the decrease of construction costs and the diminution of the influence that the lowered groundwater level has on the surroundings of the metro station. Finally, references are provided as to optimizing the dewatering designs for other metro stations in similar engineering and hydrogeological conditions.     

Stretching correction for amplitude-preserving vector wavefield reverse-time migration

The migration of multi-wave seismic data is aimed at obtaining the P- and S-wave imaging results of the amplitude preserving. But the P- and S-wave stretching effect produced by the reverse time migration of the elastic wave equation will not only reduce the vertical resolution of the migration results and the amplitude preserving of the large reflection angle. In this paper, the reverse time migration technique of amplitude preserving vector wave-field separating is used. Based on the analysis of the stretch mechanism and the influencing factors of stretch magnitude, the paper gave the stretch correcting factors. Then, realize the stretch correction method at the time that after the reverse extrapolation and before the imaging by solving the problem which is how to calculate the P-wave and Ps-wave propagation directions of imaging points at different times. The stretch correction method can improve the vertical resolution and amplitude fidelity of the imaging results and provide high fidelity input data for seismic data interpretation and inversion.© 2019 China Geology Editorial Office.