A new method of cut-blasting for vertical shaft excavation and its experimental study

Based on cutting principle and technology development of vertical blasthole cutby stage and deck in vertical shaft excavation, combined with the merits of middle spacecharging and toe space charging, the reinforced cutting effect of central large-diameterblasthole and the method of cutting blast by stage and deck toe space charging for thevertical large-diameter blastholes was put forward and analyzed theoretically.This new cutblasting method is provided with the advantages of high blasthole using ratio, big cavitybulk, low rate of chunk, even lumpiness, and relatively high energy using ratio.The parameterchoices and practical effects of this cutting method were discussed after in situexperiment.It shows that the decked delay time of 75～100 ms is applicable.

In-situ electrochemical study on the eff ects of Fe(Ⅲ)on kinetics of pyrite acidic pressure oxidation

Fe(Ⅲ)has been proved to be a more eff ective oxidant than dissolved oxygen at ambient temperature,however,the role of Fe(Ⅲ)in pyrite acidic pressure oxidation was rarely discussed so far.In this paper,in-situ electrochemical investigation was performed using a flow-through autoclave system in acidic pressure oxidation environment.The results illustrated that increasing Fe(Ⅲ)concentrations led to raising in redox potential of the solution,and decreased passivation of pyrite caused by deposition of elemental sulfur.Reduction of Fe(Ⅲ)at pyrite surface was a fast reaction with low activation energy,it was only slightly promoted by rising temperatures.While,the oxidation rate of pyrite at all investigated Fe(Ⅲ)concentrations increased obviously with rising temperatures,the anodic reaction was the rate-limiting step in the overall reaction.Activation energy of pyrite oxidation decreased from 47.74 to 28.79 kJ/mol when Fe(Ⅲ)concentration was increased from 0.05 to 0.50 g/L,showing that the reaction kinetics were limited by the rate of electrochemical reaction at low Fe(Ⅲ)concentrations,while,it gradually turned to be diffusion control with increasing Fe(Ⅲ)concentrations.

Numerical modeling for the coupled thermo-mechanical processes and spalling phenomena in sp Pillar Stability Experiment (APSE)

In this paper, the coupled thermo-mechanical （TM） processes in the AEspoe Pillar Stability Experiment （APSE） carried out by the Swedish Nuclear Fuel and Waste Management Company （SKB） were simulated using both continuum and discontinuum based numerical methods. Two-dimensional （2D） and three- dimensional （3D） finite element method （FEM） and 2D distinct element method （DEM） with particles were used. The main objective for the large scale in situ experiment is to investigate the yielding strength of crystalline rock and the formation of the excavation disturbed/damaged zone （EDZ） during excavation of two boreholes, pressurizing of one of the boreholes and heating. For the DEM simulations, the heat flow algorithm was newly introduced into the original code. The calculated stress, displacement and temperature distributions were compared with the ones obtained from in situ measurements and FEM simulations. A parametric study for initial microcracks was also performed to reproduce the spalling phenomena observed in the APSE.

A full-scale field experiment to study the thermal-deformation process of widening highway embankments in permafrost regions

As one of the widely used upgrading way in road engineering, the widening embankment(WE) has suffered evident differential deformation, which is even severer for highway in permafrost regions due to the temperature sensitivity of frozen soil and the heat absorption effect of the asphalt pavement. Given this issue, a full-scale experimental highway of WE was performed along the Qinghai-Tibet Highway(QTH) to investigate the differential deformation features and its developing law. The continuous three years' monitoring data taken from the experimental site, including the ground temperature and the layered deformation of WE and original embankment(OE), were used to analyze the thermal-deformation process. The results indicate that the widening part presented the remarkable thermal disturbance to the existing embankment(EE). The underlying permafrost was in a noteworthy degradation state, embodying the apparent decrease of the permafrost table and the increase of the ground temperature. Correspondingly, the heat disruption induced by widening led to a much higher deformation at the widening side compared to the original embankment, showing a periodic stepwise curve. Specifically, the deformation mainly occurred in the junction of the EE and the widening part, most of which was caused by the thawing consolidation near the original permafrost table. In contrast, the deformation of EE mainly attributed to the compression of the active layer. Furthermore, it was the deformation origination differences that resulted in the differential deformation of WE developed gradually during the monitoring period, the maximum of which reached up to 64 mm.

软土地区基坑前排倾斜双排桩支护现场试验及工作机理

基坑倾斜桩支护大幅提高了无支撑支护结构的适用深度,具有造价低、施工便捷、绿色低碳、变形控制好等特点,然而目前研究多集中在单排倾斜桩,对前排倾斜双排桩支护的试验、理论与应用的研究均较少。针对前排倾斜双排桩支护基坑开展了现场试验,同时采用有限元方法分别从前排斜桩、桩顶连梁及桩间土体作用3个方面深入探究了前排倾斜双排桩支护的工作机理,进一步分析了直斜桩长度和排距对前排倾斜双排桩支护结构受力变形性能的影响。结果表明,相比传统竖直双排桩,前排倾斜双排桩支护结构的支护性能显著提升,前排斜桩主要发挥“斜撑”作用,连梁主要起到将直斜桩及冠梁连接成一个空间刚架的作用,桩间土体能够提高桩土摩阻力,进而有效减小前排倾斜双排桩变形。研究成果有助于前排倾斜双排桩的推广和应用。

岩爆机制及其控制

随着岩体工程向深部发展,开挖引发的围岩大变形和强冲击诱发的动力破坏日益严峻。岩爆作为深部地下工程中常见的一种强动力灾害,被称为岩土工程界的“癌症”,其具有突发性特点,难以有效预报及防治,严重地威胁着施工人员的安全和设备的正常运行。通过对比岩石在真三轴卸荷和单轴压缩这2种应力路径下的储能差异,对岩爆多余能量机制进行探讨。首先,根据岩爆诱发机制的不同,将岩爆分为由应力集中导致的应变型岩爆和扰动诱发的冲击岩爆。然后,模拟开挖诱发的不同类型岩爆的应力路径进而在室内再现各种岩爆现象,并对其机制进行研究,自主研发3套真三轴岩爆模拟试验系统:第1代应变岩爆试验系统、第2代应变岩爆试验系统、冲击岩爆试验系统。同时,在实验室内成功模拟不同类型的岩爆:巷道应变岩爆、巷道交叉点应变岩爆、3个临空面矿柱应变岩爆、矿柱应变岩爆以及动荷载诱发的冲击岩爆。最后,为有效控制岩爆灾害,提出开挖补偿法,并研发具有负泊松比效应的宏观和微观NPR锚杆/索。工程实践证明,NPR锚杆/索能提供高预应力来补偿开挖造成的应力损失,同时具备良好的延展性和吸能效果,可为岩爆灾害的防治提供有效途径。

浙派中医治疗痛经经验整理

[目的]总结1911年前浙派中医治疗痛经的经验,探究其特色。[方法]对浙派中医古籍文献中有关痛经的论述、病案等进行摘录整理,总结痛经病机及治疗特色。[结果]浙派中医治疗痛经以“气血失调”为主要病机,提倡以寒热虚实为纲的气血辨证法,从月经有无先后失期、经血色量如何、痛在经行前后三方面进行辨证。文献所记载的痛经证型共8种,分别为血气虚证、血虚有滞证、血虚有寒证、血虚有热证、冲任不足证、肝气郁滞证、气滞血瘀证、寒凝血瘀证,以“温通清化、调和血气”为治则。浙派中医发扬命门学说,擅用温药,记载痛经要药10味,分别为凌霄花、白芍、马鞭草、玄胡、京三棱、鹿角、阳起石、白头翁根、莲房、荷叶。[结论]浙派中医治疗痛经从“气血”立论,“温补”“清化”以治本,“调畅气血”为根本,以辨证论治、治病求本为宗。

防风仿生挖掘铲的设计与试验

针对河北一年生栽种防风采收过程中挖掘装置挖掘阻力大、碎土能力差等问题,设计了一种防风仿生挖掘铲。结合仿生学原理,采用高精度三维扫描技术对鼹鼠前爪最长的第3趾进行仿生数据采集,运用Imageware逆向设计软件对第3趾点云数据进行处理,以获取轮廓曲线点云数据,并经MatLab软件进行数据拟合得到仿生铲结构曲线。根据根茎类中药材挖掘铲设计原则及栽种防风农艺要求,确定仿生铲关键性能参数,并建立三维模型。利用EDEM离散元仿真分析软件从减阻性能、碎土性能两方面对仿生铲和普通铲的挖掘性能进行对比分析,结果表明:同一仿真条件下,仿生铲减阻率为12.50%,碎土率提升2.92%。通过土槽试验验证仿生铲的挖掘性能及离散元仿真模型的准确性,结果表明:仿生铲减阻率为13.42%,实测值与仿真值相对误差为6.86%,仿生铲具有较好的减阻和碎土性能,所构建离散元仿真模型准确程度较高。

反铲液压挖掘机运动学分析及轨迹规划

这城以某型反铲液压挖掘机为研究对象,用螺旋理论对挖掘机进行了自由度分析,对挖掘机进行了参数建模,并基于螺旋理论、微分及对位置方程直接求导的三种方法对挖掘机进行了速度加速度分析,并给出了求解速度加速度的算例,最后求解了挖掘机的工作空间;挖掘机实际工作过程中,由于土壤环境的复杂性,为保证挖掘机平稳连续的工作,在一定运动学约束范围下提出了一种基于粒子群算法的无障碍最优时间轨迹规划;文章进行了挖掘机的Adams仿真实验,对Matlab中进行的数值轨迹规划进行了仿真,结果证明了Matlab中轨迹规划的正确性。文章为反铲液压挖掘机的设计提供了一种参考,提出的无障碍最优时间多项式插值规迹规划在避障的同时节省了工作时间,使挖掘机能更加高效平稳的工作。

沪昆高铁娄底南站底板水害防治研究

随着基坑工程开挖深度的不断增加,底板水害治理问题日益突出。依托沪昆高铁娄底南站枢纽一体化岩土工程勘察项目,开展了专项水文地质勘察与放水实验研究;结合水害特征,研发了一套放水实验装置及配套使用设施。采用放水实验对水文地质参数进行求解,并通过MATLAB实现程序化建模,研究了高铁枢纽站地下水位高程下降至目标水位高程所布设的降水孔数及降水量的关系。结果表明:治理工程完成后,娄底南站地下室底板30处明显裂缝出水区已不再涌水,治理效果显著。相关分析方法可供类似工程参考。

基坑倾斜长短桩支护数值模拟与工程实例研究

依托粤港澳大湾区某倾斜长短桩支护基坑工程实例,采用有限元数值模拟方法研究其开挖稳定性,分析基坑开挖过程中桩顶水平位移及桩后土体深层水平位移响应,通过现场实测数据与数值计算结果进行对比验证分析。结果表明:开挖过程中桩顶水平位移随开挖深度增大而增大,呈较明显的悬臂式分布形式,直桩桩顶位移增长量实测值最大为12 mm,短斜桩次之为6 mm,长斜桩最小为3 mm;位移增长速度由大到小有直桩>短斜桩>长斜桩的关系。直桩最终水平位移呈继续发展趋势,斜桩最终水平位移呈收敛趋势;桩后土体深层水平位移自桩顶向坑底以下逐渐减少,工程实测值受地层起伏变化影响,短斜桩在基坑中部位移先增大后减小,总体仍满足规范规定一级基坑位移控制要求。

Numerical evaluation of new Austrian tunneling method excavation sequences: A case study

The main aspects that require attention in tunnel design in terms of safety and economy are the precise estimation of probable ground conditions and ground behavior during construction. The variation in rock mass behavior due to tunnel excavation sequence plays an important role during the construction stage.The purpose of this research is to numerically evaluate the effect of excavation sequence on the ground behavior for the Lowari tunnel project, Pakistan. For the tunnel stability, the ground behavior observed during the actual partial face excavation sequence is compared with the top heading and bench excavation sequence. For this purpose, the intact rock parameters are used along with the characterization of rock mass joints related parameters to provide input for numerical modelling via FLAC 2D. The in-situ stresses for the numerical modelling are obtained using empirical equations. From the comparison of the two excavation sequences, it was observed that the actual excavation sequence used for Lowari tunnel construction utilized more support than the top heading and bench method. However, the actual excavation sequence provided good results in terms of stability.

Optimization on cut-hole of mining tunnel excavation

The efficiency of excavation a mining tunnel is definitely linked with modes of cut-holes. According to experience and methods of engineering analogy, the double-wedge cut, the 9-hole cut and the single spiral cut were determined originally by considering the production conditions and blasting environment of the mining tunnels of the-74 m horizontal in the Da-ye iron mine. Based on acquired modes of cut-holes, the effect of the cut was studied, on the one hand, by a numerical simulation method with the aid of LS-DYNA3D, a nonlinear dynamic finite element program; on the other hand, a spot experiment was carried out in the mining tunnels. Both the numerical simulation and the spot experiment demonstrated and agreed that a single spiral cut provides the optimum excavation effect.

Assessment of recoverable oil and gas resources by in-situ conversion of shale——Case study of extracting the Chang 7_(3) shale in the Ordos Basin

The purpose of this study is to investigate the entire evolution process of shales with various total organic contents(TOC)in order to build models for quantitative evaluation of oil and gas yields and establish methods for assessing recoverable oil and gas resources from in-situ conversion of organic matters in shale.Thermal simulation experiments under in-situ conversion conditions were conducted on Chang 7_(3) shales from the Ordos Basin in a semi-open system with large capacity.The results showed that TOC and R_(o) were the key factors affecting the in-situ transformation potential of shale.The remaining oil and gas yields increased linearly with TOC but inconsistently with R_(o).R_(o) ranged 0.75%—1.25%and 1.05%—2.3%,respectively,corresponding to the main oil generation stage and gas generation stage of shale in-situ transformation.Thus a model to evaluate the remaining oil/gas yield with TOC and R_(o) was obtained.The TOC of shale suitable for in-situ conversion should be greater than 6%,whereas its R_(o) should be less than 1.0%.Shales with 0.75%(R_(o))could obtain the best economic benefit.The results provided a theoretical basis and evaluation methodology for predicting the hydrocarbon resources from in-situ conversion of shale and for the identification of the optimum“sweet spots”.The assessment of the Chang 7_(3) shale in the Ordos Basin indicated that the recoverable oil and gas resources from in-situ conversion of organic matters in shale are substantial,with oil and gas resources reaching approximately 450×10^(8) t and 30×10^(12)m^(3),respectively,from an area of 4.27×10^(4) km^(2).

Thermal and saline tolerance of Antarctic krill Euphausia superba under controlled in-situ aquarium conditions

As a key species of the Southern Ocean ecosystem,the thermal and saline tolerances of Antarctic krill(Euphausia superb a Dana)are relatively unknown because of the challenging environment and complicated situations needed for observation have inhibited in-situ experiments in the field.Hence,the thermal and saline tolerance of krill were examined under in-situ aquarium conditions with different controlled scenarios.According to the experiments,the critical lethal times of krill were 24h,2h and 0.5h under 9℃,12℃,and 15℃,respectively,and the estimated 50%lethal times were about 17.1 h and 1.7 h under 12℃and 15℃,respectively.Additionally,the critical lethal times(the estimated 50%lethal times)of krill were approximately 14h and 0.5h(about 22.9 h and 1.7 h)of salinity under 19.7 and 15.9,respectively.The observed critical and 50%lethal times of krill were 0.5 h and approximately 1.4 h,respectively,salinity under 55.2.The critical and 50%lethal temperatures of krill were 13℃and approximately 14.2℃,respectively.Additionally,the critical and 50%lethal salinity was 19.6 and approximately 17.5 for the lower saline(below normal oceanic salinity[34.4])environment and 50.3 and approximately 53.2 for the higher saline(above 34.4)environment,respectively.The upper thermal and saline preferences of krill can be considered 6℃and 26.8 to 41.2,respectively.These results can provide potential scenarios for predicting the possible fate of this key species in the Southern Ocean.

Improved Methods for In-situ Measurement Railway Noise Barrier Insertion Loss

Many countries which seek to understand the acoustic performance of railway noise barriers have established standards for the conduct of in-situ experiments.However,there are no universally acknowledged receiver positions for the evaluation of the barrier performance,a fact which may be leading to uncertainty over the noise reduction capabilities of available barriers.In terms of the descriptor of the barrier performance,the general recommendation is the A-weighted sound pressure level,although the latter is considered to underestimate low frequencies for railway noise barrier.Thus,in this study,the comparison of receiver positions and the descriptors among existing Chinese,ISO and European standards were investigated.Based upon a combination of diffraction theory and standards,a rearrangement of receiver positions and one-third-octave-band analysis were proposed.In addition,in line with improved methods,an in-situ measurement of insertion loss for a 1.5 mhigh railway noise barrier was designed and conducted.The results of the experiment validate as effective and applicable the new receiver positions.These results also suggest that one-third-octave-band analysis is indispensable.

浅埋超大跨多导洞拱盖法地铁区间导洞施工方案优化研究

目的:为了保障施工安全,有效控制地层变形,对浅埋超大跨多导洞拱盖法地铁隧道修建过程中的合理导洞施工方案进行了研究。方法:采用数值模拟结合正交试验分析的方法,研究了导洞施工顺序、施工错距及施工进尺对隧道-围岩体系受力与变形特征的影响,在兼顾对施工周边环境影响小以及满足围岩-支护系统受力安全要求的条件下,优化了导洞施工方案。结果及结论:与传统开挖方式相比,“先边后中”和“非对称开挖”的导洞施工原则更有利于施工风险管控和围岩位移控制;在上软下硬地质条件下,影响超大跨多导洞拱盖法导洞施工力学效应的施工参数,按影响显著性由大至小依次为施工进尺、施工顺序及施工错距。

In situ experiments on width and evolution characteristics of excavation damaged zone in deeply buried tunnels

The seven long tunnels of Jinping II hydropower station are deeply buried.The width and evolution characteristics of excavation damaged zone(EDZ) are the key problem to the design of tunnels excavation and supports.In order to study this problem,several specific experimental tunnels with different overburden and geometric sizes were excavated at this site.Digital borehole camera,sliding micrometer,cross-hole acoustic wave equipment and acoustic emission apparatus were adopted.This paper introduced the comprehensive in situ experimental methods through pre-installed facilities and pre-drilled boreholes.Typical properties of the surrounding rock mass,including cracks,deformation,elastic wave and micro fractures,were measured during the whole process of the tunnel excavation.The width and characteristics of formation and evolution of tunnels EDZ were analyzed under different construction methods involving of TBM and drilling and blasting,the test tunnels were excavated by full-face or two benches.The relationships between EDZ and tunnel geometry sizes,overburden and excavation method were described as well.The results will not only contribute a great deal to the analysis of rock mass behavior in deeply buried rock mass,but also provide direct data for support design and rockburst prediction.

挖掘机意象仿生设计方案分析及实验研究

针对以挖掘机为代表的工程机械产品造型设计需求,结合意象仿生、语义差异法和眼动追踪实验,提出了具有借鉴价值的造型设计流程体系。以挖掘机为研究对象,合理选用意象仿生对象,研究分析其生物特征和造型特点,建立生物仿生特征和挖掘机造型特征的映射关系,借助多重排列组合方式形成不同的设计方案,并运用眼动追踪实验采集数据评价造型。结果表明,眼动追踪实验结果与意象仿生设计方案基本保持一致。所提出的设计流程在一定程度上为挖掘机的造型设计提供了新的思路。

挖掘机显控界面设计与用户体验评估

挖掘机显控界面作为连接操作员和机器的桥梁,直接影响操作员的体验与工作效率。为了有效提高挖掘机显控界面用户体验和信息传递效率,解决当前挖掘机显控界面设计滞后的问题,对挖掘机显控界面进行了重新设计,并运用用户体验问卷(UEQ)对新版挖掘机显控界面进行了用户体验测试。测试结果表明,问卷6个尺度的得分分别为吸引力1.52、明晰1.78、效率1.90、可靠性1.88、促进1.00、新奇1.10,整体达到良好水平,由此得出新版挖掘机显控界面能够满足用户体验评估标准。