不同覆盖措施对高寒地区剥离的草皮块堆放温湿度及成活的影响

重大工程建设会扰动高寒草地,法规要求扰动区草皮层应予以剥离,待工程建设后再用于恢复原生植被,当前对剥离草皮堆放成活的影响研究较少。试验设计遮阳网与穿孔膜两种覆盖条件,探讨分析其对剥离的草皮块堆放与铺植利用后土壤温湿度及草皮块返青覆盖度的影响,研究结果表明：遮阳网覆盖堆体较自然地表日均土壤温度显著降低,同时各深度层极大延长冻结期,降水对土壤水分的补充效应延后,并造成堆放期水分大量损失;穿孔膜覆盖堆体较自然地表提高了土壤温度,阻碍了降水对土壤水分的补充,并造成堆放后土壤吸持水能力降低。遮阳网覆盖的草皮块返青覆盖度显著高于穿孔膜覆盖的返青覆盖度,堆放期日平均土壤温度>0 ℃的堆放日数与草皮块返青覆盖度的线性拟合较好。工程建设中应尽量缩短堆放时长,采用透水透气类覆盖材料,增加土壤与空气热量交换,以维持更长的冻结期,并适时补充水分,提高草皮块铺植的恢复成效。     

朝鲜半岛平南盆地地质演化综述

平南盆地位于朝鲜半岛中部,处于华北克拉通(中朝克拉通)东缘;其演化历史长达10亿年,其地质记录为揭示东亚现今构造格局的形成提供重要制约。盆地发育中元古界-中生界,从下至上包括黄海群(1.3~1.1Ga)、祥原超群(1.0~0.9Ga,自下而上包括直岘群、祠堂隅群、默川群和灭岳山群等)、燕滩群(狗岘系,0.72~0.54Ga)、黄州系/超群(0.52~0.46Ga,包括下部黄州群和上部法洞群)和平安超群(0.33~0.24Ga)等5个构造层序;各单元之间均为平行不整合;沉积跨度超过10亿年,沉积物厚度累计达到15000m。另外,平南盆地南部发育临津群(0.42~0.35Ga),该地层与中元古界上部-奥陶系很可能呈构造接触关系。平南盆地沉积中心自中元古代晚期从南部逐渐向北部转移,新元古代及早古生代均位于中部,二叠纪盆地沉积中心位于北部。平南盆地沉积碎屑锆石年龄则显示物源发生多期变化:中元古代以盆地北侧基底~1.8Ga峰期岩浆-变质作用岩石为主;中元古代晚期以同沉积就位的岩浆岩为主;新元古代以1.6~1.5Ga和1.2~1.1Ga峰期的岩浆岩为主;寒武纪以~2.5Ga和~1.8Ga峰值的变质基底岩石为主。以上变化反映了古地理格局的显著变化。推测新元古代早期及之前,华北克拉通曾与某个发育1.6~1.5Ga和1.2~1.1Ga岩浆作用的克拉通或者岩浆弧相邻(近邻或远邻);地层记录了迄今所知新元古代最早的碳同位素负漂移(默川负漂移,~0.92Ga),地层可能还记录了最晚的负漂移(燕滩负漂移,可能对应全球Gaskiers负漂移,~0.55Ga),它们可能是对新元古代全球长期多次岩浆-裂解-冰期事件的响应。     

盾构超近距离侧穿铁路桥桩保护方案探讨

郑州地铁某盾构区间超近距离侧穿铁路桥梁桩基,受地面空间及隧道与桥桩间净距限制,无法采用隔离桩等常规保护措施.结合工程实际情况提出“盾构通过范围内土体注浆加固”、“桥梁承台加固”以及“注浆+承台加固”三种措施,利用数值模拟手段,对盾构侧穿施工期间,不同保护方案下桥桩的变形规律进行了分析研究.研究结果表明,采用“盾构通过范围内土体注浆加固+承台加固”措施,可使桥面最大沉降值减少约45%,且可减少桥面横桥向不均匀沉降及桥桩水平位移,在很大程度上减少盾构隧道施工对铁路桥梁的不利影响.      

基于颗粒识别分析系统的碎屑流堆积物颗粒识别和统计方法研究

碎屑流堆积物颗粒识别和统计是碎屑流灾害的研究重点。文章基于图像处理孔隙（颗粒）及裂隙图像识别与分析系统（PCAS）,以贵州纳雍普洒村崩塌-碎屑流为例,结合纳雍崩塌堆积物粒径实测结果,通过阐释识别过程中阈值、孔喉封闭半径、最小孔隙面积的参数意义,研究PCAS软件在碎屑流颗粒识别与统计中的应用,并提出了颗粒识别时这些参数的选取方法。分析结果表明:（1）PCAS能自动准确地识别碎屑流堆积物颗粒与孔隙,相比人工计数更精细,所识别堆积物各区小颗粒比重较大,0～2 m颗粒粒径各区占比都在50%以上;（2）当阈值为170（像素）时能获得精细的二值图像,颗粒与孔隙得到了准确地区分;（3）不同参数取值下获得堆积物颗粒粒径分布结果不同,碎屑流堆积物颗粒识别宜采用较大的孔喉封闭半径和较小孔隙面积,当二者比值为3/30（像素）时能更好地反应颗粒粒径分布情况;（4）PCAS具有较高的可行性,统计结果显示,各粒径含量变化趋势与人工统计相近,两种统计方法各粒径占比、分布规律基本吻合,说明利用PCAS可以实现对崩塌碎屑流颗粒粒径分布的高效便捷分析。     

The U-Pb Geochronology and Lu-Hf Isotope Compositions of Detrital Zircons from the Nanhua Group of the Longsheng Region, South China and their Implications for Pan-African Events

It is unclear whether the South China blocks have an affinity with continental Gondwana due to a lack of direct Pan-African magmatic and metamorphic features. In this study, we conducted U-Pb geochronological and Lu-Hf isotopic analyses for detrital zircons from a sandstone of the Chang’an Formation of the Nanhua Group in the Longsheng region of northern Guangxi, with the aim of constraining the timing of sedimentation and information as to its source, as well as seeking evidence for Pan-African events in the South China blocks. The results show that the ages of detrital zircons peaked at 654.7 ± 6.2 Ma, 773.2 ± 4.1 Ma and 821.9 ± 6.5 Ma, with some at 920–870 Ma; the youngest age indicates the existence of the Pan-African thermal event. The εHf(t) and TDM2 values demonstrate that the study area has experienced three stages of crustal growth at 3.0–2.4 Ga, 2.1–1.5 Ga and 1.3–0.9 Ga. With intensively distributed Neoproterozoic mafic-ultramafic and granitic plutons emplaced at 830–810 Ma along the southwestern section of the Jiangnan Orogenic Belt and positive εHf(t) values from a large group of zircon grains, it is proposed that the sediments of the Chang’an Formation (of Nanhua Group) were largely sourced from the southeastern margin of the Yangtze block. Comparison with the zircon age spectra of the Cathaysian block shows that about 79% of the Pan-African aged detrital zircon grains that have TDM2 = 1352–1031 Ma and εHf(t) = 3.68–8.79, were sourced from the recycled Grenvillian crust of the Cathaysian block, suggesting that the Cathaysian block had a close connection with Gondwana.     

桐城市地质资源开发与地质环境保护协调发展的对策建议

桐城作为合肥经济圈成员之一、长江经济协作区腹地,地质资源丰富,地质环境复杂,城市地质资源与城市地质环境统筹协调发展是城市地质工作的重要组成部分,是保障城市健康持续发展的基础.通过查明桐城市地质资源、主要环境地质问题,结合地方发展建设需求,按照均衡桐城市资源开发、环境保护与生态治理,综合统筹桐城市健康持续发展的思路,将桐城市划分生态保护区、特色农业区和工程建设区,并提出地质资源开发与地质环境保护协调发展的对策建议.生态保护区以保护为主,建议发展桐城小花等特色农业,合理开发地质遗迹与矿产资源;特色农业区以农业生产为主,对湿地资源开展保护;工程建设区是桐城市城镇和工程建设最适宜区.     

综合物探方法在琼中地区地下水勘查中的应用

物探方法是寻找地下水的重要勘查手段之一.在查明区域水文地质条件的基础上,本文采用音频大地电磁测深和高密度电阻率法对海南省琼中县榕木村花岗岩区深部赋水断裂破碎带的位置、深度、规模和产状特征进行了探测,结果表明:赋水断裂破碎带主要表现为"凹槽"状或"条带"状低阻异常;可以采用激电半衰时(Th)、偏离度(r)以及视电阻率(ρs)等参数进行断裂破碎带含水层位置判别.通过水文地质钻探揭露,含水层位置与物探解译结果基本一致,证明激电半衰时和偏离度以及视电阻率等参数可以较可靠地确定赋水构造的位置和深度.综合物探勘查方法为水文地质钻井孔位设计提供了有效技术支撑,可对在类似地区进行地下水探测提供参考.     

Dissolution characteristics of deep?buried dolostone in the Member 5 of Ordovician Majiagou Formation in southern Ordos Basin

The different types of deep-buried dissolution process in the Member 5 of Ordovician Majiagou Formation in the southern Ordos Basin and its influence on the reservoir properties are studied in this paper. It shows that three types of mechanisms include organic acid fluid, hydrothermal fluid and TSR are identified through studies of core observation, thin section analysis, inclusion temperature, trace elements and rare earth elements. It is found that the dissolution of organic acid fluid causes the stratified dissolution pores, film-like asphaltene and ring-like asphaltene, while hydrothermal fluid causes the non-selective dissolution pores without petrofabric, veins of pyrites, massive pyrites and the association of hypothermal minerals. Four occurrence models of dissolution include, (1) the deep-buried dissolution of low-temperature hydrothermal fluid occurs in Zhiluo Period of Middle Jurassic; (2) the deep-buried dissolution of organic acid fluid started from the late Middle Jurassic followed by the first hydrocarbon injection; (3) the deep-buried dissolution of middle-high temperature hydrothermal fluid occurred in the Dongsheng Period of Early Cretaceous; (4) TSR occurred at the end of Early Cretaceous with the second larger hydrocarbon injection. Both organic acid fluid and hydrothermal fluid can improve the porosity and permeability of reservoir, but the hydrothermal fluid is more effective than that of organic acid fluid.     

静压桩承载力时间效应的研究进展

由于静压桩沉桩后桩周土重塑,静压桩承载力表现出随着休止期的延长而增长的特性。本文从静压桩沉桩后桩周土体内孔隙水消散固结的角度出发,对静压桩承载力时间效应的理论和试验分别进行归纳,结合孔隙水消散路径及固结模型,对桩周土体初始超静孔隙水压力大小及其分布特征进行总结,分析承载力各种测试方法的优缺点,对静压桩承载力的时效性进行深化研究,并探讨了不同地质条件、不同桩的类型对休止期内静压桩承载力的影响,进一步对基于实测数据得出的经验公式进行总结。讨论了基于不同本构关系模型的应力场及位移场解答和沉桩后孔隙水压力消散解答,在此基础上总结了桩基极限承载力理论公式;探讨了黏性土、砂土条件下,考虑超固结比、不排水抗剪强度和塑性指数比对桩基极限承载力系数A的影响,在此基础上归纳了桩基极限承载力经验公式。建议在经验公式基础上设置多重参数,以提升经验公式的精确度,并完善对不同桩、土类型的参数解答;利用BP神经网络,导入静压桩承载力相关参数,以得到针对不同地质条件、桩型、休止期的承载力最优解。