Effect of Blast-Induced Vibration from New Railway Tunnel on Existing Adjacent Railway Tunnel in Xinjiang, China

The vibrations of existing service tunnels induced by blast-excavation of adjacent tunnels have attracted much attention from both academics and engineers during recent decades in China. The blasting vibration velocity (BVV) is the most widely used controlling index for in situ monitoring and safety assessment of existing lining structures. Although numerous in situ tests and simulations had been carried out to investigate blast-induced vibrations of existing tunnels due to excavation of new tunnels (mostly by bench excavation method), research on the overall dynamical response of existing service tunnels in terms of not only BVV but also stress/strain seemed limited for new tunnels excavated by the full-section blasting method. In this paper, the impacts of blast-induced vibrations from a new tunnel on an existing railway tunnel in Xinjiang, China were comprehensively investigated by using laboratory tests, in situ monitoring and numerical simulations. The measured data from laboratory tests and in situ monitoring were used to determine the parameters needed for numerical simulations, and were compared with the calculated results. Based on the results from in situ monitoring and numerical simulations, which were consistent with each other, the original blasting design and corresponding parameters were adjusted to reduce the maximum BVV, which proved to be effective and safe. The effect of both the static stress before blasting vibrations and the dynamic stress induced by blasting on the total stresses in the existing tunnel lining is also discussed. The methods and related results presented could be applied in projects with similar ground and distance between old and new tunnels if the new tunnel is to be excavated by the full-section blasting method.     

川西龙泉山西坡更新世泥石流的发现及其意义

在川西地区龙泉山西坡首次发现了第四纪泥石流沉积。泥石流沉积相组合为AA1B、AA1C、AA1,反映泥石流为洪积扇扇中沉积组合,具有粘性泥石流的沉积特征。ESR测年及孢粉化石组合特征表明泥石流沉积于早-中更新世温暖湿润的气候环境下。龙泉山泥石流的形成反映了龙泉山早-中更新世之交的构造隆升,以及四川盆地盆地期夷平面的解体,是对早-中更新世之交青藏高原的隆起、季风的加强、暴雨式降水出现的沉积响应,对于研究四川盆地西部及青藏高原东缘第四纪构造运动及古气候特征具有重要的意义。     

东天山黑峰山、双峰山及沙泉子(铜)铁矿床的矿物微量和稀土元素地球化学特征

东天山黑峰山铁矿床、双峰山铁矿床以及沙泉子铜铁矿床位于新疆哈密盆地以南,是东天山阿齐山-雅满苏构造带的重要矿床。文章利用磁铁矿、黄铁矿和方解石的微量元素及稀土元素组成示踪了这些矿床的成矿流体来源和性质,初步探讨了矿床的成因类型。激光剥蚀（LA）-ICP-MS磁铁矿微量元素分析表明,三个矿床的磁铁矿具有非常低的w（V）、w（Cr）和w（Ti）（平均分别为68×10^-6、13×10^-6和237×10^-6）,指示磁铁矿形成于热液过程而不是岩浆分异。黄铁矿中较高的Cu含量可能反映了含Cu矿物微颗粒的存在。黄铁矿中较低的Pb、Zn含量可能反映了成矿流体中较低的Pb²⁺和Zn²⁺浓度。黄铁矿中的Co/Ni比值表明这些矿床均为火山-热液成因。三个矿床黄铁矿的稀土元素总量都很低（ΣREE为0.58×10^-6~3.02×10^-6）,黑峰山铁矿中的黄铁矿轻、重稀土元素分馏不明显,双峰山铁矿和沙泉子铜铁矿中的黄铁矿均为轻稀土元素富集型,（La/Yb）_N分别为3.51~13.4和2.76~17.2。三个矿床略有差别的方解石稀土元素配分模式,反映了其流体组成和形成机制的差别。黑峰山铁矿中的重稀土元素富集型的方解石稀土元素配分模式为方解石Sm-Nd定年提供了依据。三个矿床的黄铁矿和方解石均无Ce异常,黑峰山铁矿中的黄铁矿和方解石表现为负Eu异常,而双峰山铁矿和沙泉子铜铁矿中的黄铁矿和方解石表现为正Eu异常,反映了三个矿床均形成于较高的温度,前者成矿流体可能为碱性,后两者成矿流体为酸性、还原性。结合前人研究成果认为,黑峰山铁矿、双峰山铁矿及沙泉子铜铁矿均为火山热液-充填（交代）矿床。     

吉林省大灰沟硅灰石岩的地质特征及成因讨论

吉林省大灰沟硅灰石岩赋存于泥质条带大理岩夹硅质条带大理岩层内，其直接围岩为大理岩。硅灰石岩呈似层状、透镜状及不规则状，组成矿物有硅灰石（９５％以上），少量透辉石、石榴石和方解石等。通过对硅灰石岩形成的地质条件、岩石学、矿物学、地球化学的研究和前人实验研究表明，本区硅灰石岩为区域变质热液作用形成的交代岩，其中的硅灰石属三斜硅灰石。华北地台北侧（槽区）的辽宁、吉林省境内发育多处硅灰石岩矿床和矿点，均呈透镜状、似层状产于各种硅质大理岩层内。大灰沟硅灰石岩就是其中之一，它是经区域变质热液作用形成的     

P507负载泡塑反相色层富集岩石中的稀土元素

研究了Ｐ５０７负载泡塑萃取柱色谱分离富集稀土元素的条件,并与Ｐ５０７萃淋树脂柱进行了对比;拟定了Ｐ５０７负载泡塑反相色属富集岩石中稀土元素的方法。在ｐＨ２．５介质中ＲＥＥ上柱率９８％,用５０ｍｌ２．５ｍｏｌ／ＬＨＮＯ３作洗脱液,ＲＥＥ总回收率达９６．１％,干扰测定的Ｔｈ,Ｕ,Ｔｉ,Ｚｒ,Ｈｆ等均被除法。方法用于标样分析验证,结果与推荐值相符。     

库鲁克塔格地区古元古界磁铁石英岩型铁矿的发现及找矿意义

通过塔里木地台北缘找矿研究,在库鲁克塔格地区首次发现磁铁石英岩型铁矿床,铁矿赋存于前寒武系兴地塔格群沙依提组地层中。对该矿床含矿岩系特征、岩矿石化学组成、微量元素、稀土元素组成与矿床地质特征的调查与研究表明,鲁克塔格地区古元古界兴地塔格群沙依提组含铁石英岩主要分布于兴地河—辛格尔一带,含铁建造呈东西向展布。在兴地河-辛格尔地区发现含铁石英岩建造出露长约160km,找矿前景可观。     

巴音戈壁盆地南部塔木素铀矿床水岩作用特征及其与铀成矿关系研究

在较封闭的环境中,塔木素铀矿床高矿化度(平均矿化度为35.4 g/L)NaCl型地下水中的Na+替换了斜长石中的Ca2+,使斜长石由更长石(An≈13)转变为钠长石(An≈1),被替换出的Ca_2+(以CaO计,约占斜长石总质量的4.5%)与地下水中的HCO_3~-、CO_3~(2-)及Mg~(2+)等结合形成了白云石等碳酸盐胶结物。在此过程中发生了脱碳作用,促使地下水中以[UO_2(CO_3)_3]~(4-)、[UO_2(CO_3)_3]~(2-)等碳酸铀酰络合离子及Mg CO_3·Na_2UO_2(CO_3)_2复盐发生分离而形成了铀的沉淀,并受扩散作用影响,水中的铀趋向于向水岩作用相对强烈地段迁移,从而促使铀在特定的层位集中、富集。同时,斜长石因水岩作用(溶解、溶蚀等),在解理面及表面形成了次生的缝隙及孔洞等,为铀沉淀提供了空间。成岩后,含SO_4~(2-)等的酸性地表水沿层间下渗,溶解了砂岩中碳酸盐胶结物而形成了溶洞,为后期再次迁移的铀提供了沉淀空间,并形成了铀的进一步叠加、富集。     

Study of the interaction between dry granular flows and rigid barriers with an SPH model

This study uses an incompressible smoothed‐particle hydrodynamics model to investigate the interaction between dry granular material flows and rigid barriers. The primary aim is to summarise some practical guidelines for the design of debris‐resisting barriers. The granular materials are modelled as a rigid‐perfectly plastic material where the plastic flow corresponds to the critical state. The coupled continuity equation and momentum equation are solved by a semi‐implicit algorithm. Compared with flows in controlled flume experiments, the model adequately reproduces both the kinetic of the flows and the impact force under various conditions. Then the numerical simulations are used to study the detailed interaction process. It is illustrated quantitatively that the interaction force consists of two parts, ie, the earth pressure force caused by the weight of the soil and a dynamic force caused by the internal deformation (flowing mass on top of a dead zone). For the estimation of impact load, this study suggests that an increased earth pressure coefficient depending on the Froude number should be incorporated into the hydrostatic model.     

云南兰坪-思茅地块西缘中新世岩浆活动的发现

<正>兰坪-思茅地块位于云南省中西部(图1-a),以大规模出露中生代和少量新生代红色沉积地层而闻名;其东侧边部还产有多套不同时代、不同属性的岩石组分,而西侧边部仅出露一套晚古生代无量山岩群(图1;云南省地质矿产局,1990;廖宗廷等,2005;云南省地质调查局,2013;李以科等,2017)。兰坪-思茅地块西侧的岩浆作用较强烈,活动期次有古近纪始新世、晚白垩世和三叠纪,其中晚白垩世和三叠纪岩浆作用仅产于地块西缘的无量山岩群中(云南省地质调查院,2011; 2015; 2019;云南省地质调查局,2013)。     

交叉裂隙岩体裂纹扩展试验及混合有限-离散元数值模拟研究

对预制交叉裂隙岩石试样进行裂纹扩展试验,研究了裂纹萌生、扩展、聚合过程,分析了主裂隙和轴向载荷夹角及主次裂隙夹角对裂纹起裂应力和聚合应力的影响,并用混合有限元-离散元程序,即图形处理器并行化的3D Y-HFDEM代码对试验进行了仿真计算,实现了岩石破坏从连续介质向非连续介质的过渡,对裂纹类及损伤破坏模式进行了识别,捕捉到了试验中难以发现的现象。研究表明：随主裂隙与轴向载荷夹角增加,裂纹聚合区的拉伸裂纹数量增加;裂纹起裂和聚合应力与主裂隙与轴向载荷夹角成正比;主次裂隙夹角增加,岩石的破坏模式由拉伸破坏转为剪切破坏,交叉裂隙加剧岩石破碎程度;主裂隙尖端萌生扩展的拉伸-剪切混合裂缝引起的破坏在岩石破坏中占主导地位,是导致岩体失去承载能力的主控裂纹;混合有限元-离散元仿真软件GPGPU并行化的3D Y-HFDEM IDE在岩石裂纹扩展研究中具有优势,可以捕捉实验室难以发现的损伤断裂类型,可以作为岩石裂纹扩展研究的有力工具。