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拦河坝砼防渗墙多在砂层与砂卵石层上施工，地基处理根据地质条件选择，施工方法有无导孔挖槽导孔挖槽，冲击成槽，回转钻成槽，锯槽机成槽，锯槽机为新型防渗成墙材料提供了新的施工手段，但有局限性。 相似文献
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《岩土力学》2020,(1)
装配式地下连续墙通过工厂预制、现场沉桩方式快速施工,具有施工文明、环境污染小的特点,是我国城市轨道交通基坑支护领域的重要发展方向。装配式地下连续墙现场施工的关键在于大截面预制板桩沉桩过程的控制,沉桩设计中需综合考虑沉桩阻力计算及预成槽泥浆状态的控制问题。针对装配式地下连续墙沉桩阻力的评估计算,通过模型桩室内沉桩试验系统研究了不同预成槽泥浆状态下的桩侧摩阻力、桩端阻力分布规律,提出了装配式地下连续墙自重沉桩及预压沉桩情形下的预成槽泥浆状态控制标准确定方法。结合预成槽模型桩室内沉桩试验结果,建立了装配式地下连续墙沉桩阻力评估模型,提出了预成槽泥浆状态控制范围,开发了预制桩沉桩可行性评估软件。其中,1.2 m标准幅预制桩自重沉桩的泥浆比重不应超过1.15 g/cm~3,30 t预压沉桩不应超过1.33 g/cm~3。 相似文献
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《岩土力学》2021,(1)
装配式地下连续墙通过工厂预制、现场沉桩方式快速施工,具有施工文明、环境污染小的特点,是我国城市轨道交通基坑支护领域的重要发展方向。装配式地下连续墙现场施工的关键在于大截面预制板桩沉桩过程的控制,沉桩设计中需综合考虑沉桩阻力计算及预成槽泥浆状态的控制问题。针对装配式地下连续墙沉桩阻力的评估计算,通过模型桩室内沉桩试验系统研究了不同预成槽泥浆状态下的桩侧摩阻力、桩端阻力分布规律,提出了装配式地下连续墙自重沉桩及预压沉桩情形下的预成槽泥浆状态控制标准确定方法。结合预成槽模型桩室内沉桩试验结果,建立了装配式地下连续墙沉桩阻力评估模型,提出了预成槽泥浆状态控制范围,开发了预制桩沉桩可行性评估软件。其中,1.2 m标准幅预制桩自重沉桩的泥浆比重不应超过1.15 g/cm~3,30 t预压沉桩不应超过1.33 g/cm~3。 相似文献
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通过用连续锯槽成墙工艺施工防渗墙对泥浆净化技术的实践，探讨在典型大直径孔施工工艺方面应用的技术方案。 相似文献
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在我国某露天煤矿截水帷幕建造过程中，由于受架空高压线、地埋光缆、地埋排水管等多处障碍物影响，局部区域直接成槽工艺无法施工，因此，选择可以"全方位"施工的MJS工法完成此类区段建造。MJS试桩结果表明，该工法在东西两侧卵砾石层施工区成桩质量差异明显，为查明成桩差异性原因，采用地质勘探、重力触探试验和抽水试验等方法，从砾石层厚度、砾径、含砂量、地层密实度和含水层渗透能力等方面进行分析。结果表明，在砾石层厚度大、含砂量小、地层密实、含水层渗透性强的施工东区无法成桩，而在条件相反的施工西区成桩质量符合要求。研究成果拓宽了MJS工法的应用范围，对类似条件下MJS工法施工参数的选择具有指导意义。 相似文献
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西南三江地区洋板块地层特征及构造演化 总被引：3，自引：3，他引：0
以大地构造研究为主导,初步梳理了三江地区洋板块地层系统的分布及其构造演化规律。本文阐述了三江地区经历原-古特提斯大洋连续演化、分阶段拼贴增生至最终俯冲消亡的地质演化历程。甘孜-理塘弧后洋盆于早石炭世打开,二叠纪—中三叠世进入顶峰扩张期,晚三叠世洋盆萎缩引起向西俯冲,最终在晚三叠世末局部地区保留残留海。哀牢山弧后洋盆不晚于早石炭世形成,早石炭世—早二叠世整体扩张发育,早二叠世末或晚二叠世初开始向西俯冲,晚三叠世最终完全关闭。金沙江洋盆早石炭世时已扩张成洋,到早二叠世晚期开始俯冲,石炭纪—早二叠世早期是金沙江洋盆扩张的主体时期,早二叠世晚期至早、中三叠世俯冲消亡。澜沧江弧后洋盆中晚泥盆世开始扩张,在石炭纪—早二叠世发育为成熟洋盆,早二叠世晚期洋内俯冲形成洋内弧,晚二叠世—早、中三叠世双向俯冲消亡。昌宁-孟连洋为特提斯洋主带,具有原-古特提斯洋连续演化的地质记录,晚奥陶世开始向东俯冲消减,二叠纪末、早三叠世发生弧-陆碰撞作用,昌宁-孟连洋盆闭合。 相似文献
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笔者针对黄骅坳陷孔南地区古地理格局认识上存在的问题,通过沉积相分析和古地理格局恢复,证实孔店凸起-孔店构造带是从孔一段沉积早期开始发育的,在孔一段沉积晚期形成其雏形;孔二段沉积时期孔南地区为拗陷盆地。孔一段沉积时期,整个孔南地区都处于沉降阶段,而孔店凸起-孔店构造带则是一个沉降相对缓慢的地带,在地形上并不是相对隆起区。 相似文献
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扬子克拉通南华纪-早古生代的构造-沉积旋回 总被引：5，自引：3，他引：2
根据影响克拉通盆地演化的板块活动所经历的威尔逊旋回,扬子克拉通南华纪-早古生代的构造-沉积旋回可分为5期,即南华纪-震旦纪的均衡调整期、寒武纪的扩张期、早-中奥陶世的汇聚期、中-晚奥陶世的碰撞期和志留纪新一轮的均衡调整期。发生在晚奥陶世的中加里东运动是加里东期最强烈的一次造山运动,而发生在晚志留世的晚加里东运动是一次地壳上升运动;相应的扬子古板块志留纪盆地的构造背景为造山期后的裂谷伸展环境,其原型盆地表现为周缘裂谷盆地与弱伸展的克拉通内盆地相间发育的格局。 相似文献
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Sediment transport and trapping in the Hudson River estuary 总被引：3，自引：0，他引：3
The Hudson River estuary has a pronounced turbidity maximum zone, in which rapid, short-term deposition of sediment occurs during and following the spring freshet. Water-column measurements of currents and suspended sediment were performed during the spring of 1999 to determine the rate and mechanisms of sediment transport and trapping in the estuary. The net convergence of sediment in the lower estuary was approximately 300,000 tons, consistent with an estimate based on sediment cores. The major input of sediment from the watershed occurred during the spring freshet, as expected. Unexpected, however, was that an even larger quantity of sediment was transported landward into the estuary during the 3-mo observation period. The landward movement was largely accomplished by tidal pumping (i.e., the correlation between concentration and velocity at tidal frequencies) during spring tides, when the concentrations were 5 to 10 times higher than during neap tides. The landward flux is not consistent with the long-term sediment budget, which requires a seaward flux at the mouth to account for the excess input from the watershed relative to net accumulation. The anomalous, landward transport in 1999 occurred in part because the freshet was relatively weak, and the freshet occurred during neapetides when sediment resuspension was minimal. An extreme freshet occurred during 1998, which may have provided a repository of sediment just seaward of the mouth that re-entered the estuary in 1999. The amplitude of the spring freshet and its timing with respect to the spring-neap cycle cause large interannual variations in estuarine sediment flux. These variations can result in the remobilization of previously deposited sediment, the mass of which may exceed the annual inputs from the watershed. 相似文献
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通过对云南寻甸XR1石笋进行TIMS-U系测年、氧碳同位素和沉积速率变化分析,重建了寻甸地区中全新世季风气候演化模式:(1)8.0～6.0 ka BP为温暖湿润期;(2)6.0～5.1 ka BP为气候突变期,温湿向冷干转变;(3)5.1～2.1 ka BP为气候恢复期,气候从冷干逐渐恢复到中全新世正常的气候水平.XR... 相似文献
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渤海湾地区的中生代盆地构造概论 总被引：35，自引：1，他引：35
根据 1∶5 0万渤海湾新生代盆地区基岩地质图揭示的残留中生代地层的分布及构造变形特征 ,渤海湾地区的中生代盆地可以分为 5期。早—中三叠世、晚三叠世盆地为克拉通内部大型坳陷盆地 ,其中晚三叠世盆地仅分布在渤海湾西南部地区。早—中侏罗世盆地分布于印支运动形成的向斜坳陷核部 ,属于压陷挠曲型盆地。晚侏罗世—早白垩世盆地分布广泛 ,属于裂陷盆地 ;晚白垩世盆地属于后裂陷阶段的坳陷盆地。这些盆地受印支运动、燕山运动影响而发生反转。印支运动在渤海湾地区的东、西部的表现有明显差异。西部变形弱、以近EW向宽缓褶皱变形为主 ,东部变形强、并叠加了NE向褶皱和逆冲断层变形。早燕山运动使渤海湾地区形成宽缓的大型NE向褶皱变形 ,并使早—中侏罗世盆地发生反转和逆冲断层变形 ;中、晚燕山运动基本没有在渤海湾地区形成褶皱构造变形 ,而是表现为晚侏罗—早白垩世盆地和晚白垩世盆地的区域性反转隆升。下—中侏罗统沉积之后 ,渤海湾地区的构造格局发生基本变革 ,进入以裂陷盆地为主的构造演化时期。 相似文献
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新疆博格达山主体由石炭系海相火山一沉积岩系组成,以发育两期双峰式火山岩,但不发育花岗岩为特征,对其晚古生代地层时代的划分和演化争议较大。本文重点对博格达山北部两个晚古生代砂岩进行了碎屑锆石U-Pb年代学分析,重新标定博格达山地区晚古生代地层的形成时代;利用物源区的演化,约束晚古生代构造演化。测年结果显示博格达上亚群砂岩的碎屑锆石表面年龄值分布范围较宽,主峰年龄为343~284 Ma(80%),次峰年龄为386~375 Ma(3%)、503~441Ma(7%)和871~735 Ma(10%);芦草沟组砂岩的碎屑锆石表面年龄值非常集中,主峰年龄为358~279 Ma(97%),次峰年龄为257~251 Ma(约3%)。博格达山中部原石炭纪博格达群上亚群与西部和南部下芨芨槽群相当,应属于早二叠世,中部一东部的石炭一二叠纪界线应在博格达下亚群一上亚群或居里得能组一沙雷塞尔克组之间的不整合面之中。博格达北部地区晚二叠世以南侧天山物源区供给为主,反映出晚古生代期间博格达山地区至少存在晚石炭世末和中二叠世两期构造隆升。结合区域火山岩与火山碎屑岩的研究,认为博格达山地区晚古生代主要经历4个演化阶段:早石炭世弧后盆地裂解阶段、晚石炭世碰撞拼贴阶段、早二叠世碰撞后伸展阶段、中-晚二叠世再次隆升到稳定阶段。 相似文献
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A. P. Spenceley 《Australian Journal of Earth Sciences》2013,60(6):777-784
Evidence for glacial erosion of competent intrusive igneous rock is described for sites at Quart Pot Creek, Stanthorpe, Queensland. The bedrock, comprising the Stanthorpe Adamellite, was emplaced during the Early‐Middle Triassic. It is argued that the pluton was exposed during the late Middle ‐ Late Triassic and subjected to glacial erosion at that time. This was consequent to the rapid uplift and denudation of the landscape, which accompanied the Hunter‐Bowen Orogeny. Burial of the eroded surface occurred most probably during that ice age and a subsequent period of subsidence. The ancient surface has been exhumed during more recent denudation. It is suggested that during the late Middle ‐ Late Triassic, climatic conditions remained cold enough over this part of southeastern Australia at least for valley glaciers to form and influence landscape development. 相似文献
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Distribution behavior of polycyclic aromatic hydrocarbons in roadside soil at traffic intercepts within developing cities 总被引：2，自引：2，他引：0
V. Kumar N. C. Kothiyal 《International Journal of Environmental Science and Technology》2011,8(1):63-72
A study of polycyclic aromatic hydrocarbons pollution in roadside soil was conducted in developing city environment of northern India during autumn and winter season to ascertain the contamination levels and their distribution behavior in soil. The concentration of polycyclic aromatic hydrocarbons was determined at ten locations of Jalandhar city, Punjab in India at 1, 2 and 3 m distances from roadside in soil covering all the major traffic intercepts within city. The samples were extracted in acetone and dichloromethane (1:1) using soxhlet extraction. The extracts were then filtered on a silica gel micro column to remove impurities and elute was subjected to GC-FID. The total average concentration (city average) was found to be 4.04 ?g/g and 16.38 ?g/g during winter and autumn respectively. DiBenzo (ah) Anthracene and Benzo (a) Pyrene were the individual polycyclic aromatic hydrocarbons found in highest concentration at all the intercepts ranging between 0.008 to 28.4 ?g/g during winter and 0.01 to 252.55 ?g/g during autumn. Average concentration of non-carcinogenic and carcinogenic polycyclic aromatic hydrocarbons during winter and autumn was found to be 2.1 and 6.4 and 4.74 and 35.08 ?g/g respectively. The average ratio of non-carcinogenic and carcinogenic Polycyclic Aromatic Hydrocarbons was found to be 1:3 during winter, and 1:7.6 during autumn at most of the intercepts. Total carcinogenic polycyclic aromatic hydrocarbons concentration was found quite high (80 %) in comparison to non-carcinogenic polycyclic aromatic hydrocarbons (20 %) at most of the intercepts. 相似文献