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1.
流沙是我国沙漠化主要成因之一。本文简要回顾了我国北方沙漠及受沙漠化影响的干旱半干旱地区为保护交通线路而采取的固沙措施和技术,包括工程措施、化学措施和生物措施,主要介绍了这些措施和技术的类型及特点,以及近60年间(1950–2010年)其在不同地区不同交通线路中的应用,包括包兰线、塔里木沙漠公路和青藏铁路沿线的防风固沙。工程措施,如建挡风墙和铺设沙障,在沙漠交通线的防风固沙中非常有效。化学措施因成本高和对环境可能造成的污染风险而应用并不普遍。生物措施比工程和化学措施成本更高,但因其效果好且防护持续时间长而得到推崇。在一些地方,几种措施组合的固沙效果更好。工程措施对沙面的固定以及有条件的地方用地下水或河水灌溉有助于旱生植物的早期定植。本文最后指出了固沙措施和技术的局限性以及未来研究方向。本文对解决蒙古高原受沙漠和沙漠化影响的干旱和半干旱地区与"一带一路"倡议相关的基础设施建设的生态环境问题具有重要意义。  相似文献   
2.
张红涛 《探矿工程》2021,48(6):113-117
太原万达广场A2区商住楼基坑工程部分区域为粗砂砾石地层,基坑隔水帷幕中深层搅拌桩无法有效使用。提出了在粗砂砾石地层采用高压旋喷桩隔水帷幕的施工技术方案,采用双套管锚杆钻机引孔、单管高压喷射工艺进行施工,成功实施了这一工程。经检查,喷射注浆体相互咬合良好,有效桩径内水泥含量均匀无夹块现象,隔水帷幕止水效果良好。  相似文献   
3.
天然气水合物开采井眼出砂问题是当前水合物产业化急需突破的瓶颈之一,解决水合物开采时防砂与产能平衡问题是实现水合物安全高效、长期可控开采的关键.我国海域典型水合物储层属于弱固结的低渗泥质粉砂储层,其面临的防砂控泥与增产矛盾较为突出.厘清不同水合物储层和开采条件下的井眼出砂规律并揭示其机理,进而制定科学合理的防砂控泥措施以实现产能最大化是解决上述矛盾的途径所在.从理论分析、数值模拟、室内实验和现场试采4个角度介绍了世界范围内已开展的水合物出砂防砂情况,分析总结了水合物储层出砂影响因素及出砂机理,最后探讨了目前出砂研究存在的问题和挑战,并给出了相应的建议,旨在为后续水合物开采井眼出砂预测和防控研究提供思路和参考.  相似文献   
4.
In identifying sites of geoheritage significance, commonly there has been an emphasis on the larger-scale features. However, the story of geology and the significant features that are critical to unravel geological processes and geological history are commonly small in scale. This contribution focuses on bubble sand and bubble-sand structures as features that are small-scale but nonetheless important to geology, and hence are of geoheritage significance. Bubble sand and bubble-sand structures are ubiquitous on modern beaches and tidal flats, occurring in the uppermost tidal zone of sandy beaches, as a distinct layer in a shoaling beach-to-dune stratigraphy, and are a diagnostic indicator of upper-tidal conditions where a rising tide and a concomitantly rising water-table interacts with the upper swash-zone wave processes. On sandy tidal flats, bubble sand and bubble-sand structures may occur in the mid- to upper-tidal zones; here they are also diagnostic indicators of tidal conditions, forming during a rising tide where a rising water-table forces air upwards to be trapped in moist sand. If found in ancient sequences, bubble-sand structures are a powerful environmental indicator of tidal conditions and, for beach sequences, an indicator of the high-tide level and sea level. Bubble-sand structures have been found in a number of ancient sequences throughout the geological record as far back as the Neoproterozoic, e.g. within beach-to-dune stratigraphy in Pleistocene limestones of the Perth Basin and in southeastern USA, and in tidal-flat sands of the Mesozoic Broome Sandstone of the Canning Basin. The bubble-sand structure is a significant geological tool for use in paleo-environmental and paleo-oceanographic reconstructions, and determination of the position of a paleo-water-table. Given the rarity of their preservation, these occurrences of bubble-sand structures are of geoheritage significance in their own right and, depending on age of sequence and how common they are in the region, they may be nationally significant or globally significant.  相似文献   
5.
风、沉积物和地表覆盖是控制沙丘地貌的三大要素。沉积物尤其是沙源供应对沙丘地貌的影响仍有待深入研究。沙丘体积的研究促使了等效沙厚度(equivalent sand thickness, EST)概念的提出。EST研究经历了多个沙丘和亚沙丘尺度2个研究阶段。多个沙丘EST研究发现,EST与沙丘高度之间具有较好的一致性,其与方向变率的组合可以很好地区分沙丘类型,且在宏观上可以表征沙源供应。亚沙丘尺度EST研究使得利用高分辨率遥感影像研究沙丘(山)地貌及其形成过程成为可能。未来的研究应在像元尺度上对沙丘(山)地貌进行滤波,不同滤波窗口所得到的不同图层可以用来探究沙丘(山)地貌的形成过程。  相似文献   
6.
The effects of wind-driven rain (WDR) on sand detachment were studied under various raindrop obliquities. Results suggested a significant reduction in compressive stress on sand surfaces for a two-dimensional experimental set-up in a wind tunnel. During experiments, sand particles in splash cups were exposed to both wind-free rain (WFR) and WDR driven by horizontal winds of 6.4, 8.9 and 12.8 m s−1 and rainfall intensities of 50, 60, 75 and 90-mm h−1 to assess the sand detachment rate (D, in g m−2 s−1). The effects of sand moisture state (dry and wet) on the detachment of different-sized particles (0.20–0.50 and 0.50–2.00 mm, respectively) were also tested. Factorial analysis of variance showed that shear and compressive stress components evaluated by horizontal and vertical kinetic energy flux terms (KEx and KEy, respectively, in J m−2 s−1) along with their vector sum (KEr, in J m−2 s−1) explained the variation in D. Neither sand size nor sand moisture was statistically significant alone although binary interactions of KEr, KEx and KEy with the sand size and three-way interaction of KEx, sand size and moisture were statistically significant. These results can be explained by size-dependent variation in sand compressibility and surface friction related to the total stress field developed by a given partition of shear and compressive stresses of wind-driven oblique raindrops (KEx/KEy). Further analysis of the variation of the unit sand detachment rate (Du = D/KEr = g J−1) with rain inclination (α, in degrees) better revealed the effect of WDR obliquity on Du that further changed with sand size class and moisture state. Finally, the difference in the resulting stress field differentiable by the oblique raindrop trajectories of the experiment over sand surface significantly affected the non-cohesive particle detachment rates, to some extent interacted with size-dependent compressibility and interface shear strength of sand grains.  相似文献   
7.
The hydrogeomorphology of the Vietnamese Mekong Delta (VMD) has been significantly altered by natural and anthropogenic drivers. In this study, the spatiotemporal changes of the flow regime were examined by analysing the long-term daily, monthly, annual and extreme discharges and water levels from 1980 to 2018, supported by further investigation of the long-term annual sediment load (from the 1960s to 2015), river bathymetric data (in 1998, 2014 and 2017) and daily salinity concentration (from the 1990s to 2015) using various statistical methods and a coupled numerical model. Then, the effects of riverbed incision on the hydrology were investigated. The results show that the dry season discharge (i.e., in March–June) of the Tien River increased by up to 23% from the predam period (1980–1992) to the postdam period (1993–2018) but that the dry season water level at My Thuan decreased by up to −46%. The annual mean and monthly water levels in June at Tan Chau and in January and June–October at My Thuan in the Tien River decreased statistically, even though the respective discharges increased significantly. These decreased water levels instead of the increased discharges were attributed to the accelerated riverbed incision upstream from My Thuan, which increased by more than three times, from a mean rate of −0.16 m/year (−16.7 Mm3/year) in 1998–2014 to −0.5 m/year (−52.5 Mm3/year) in 2014–2017. This accelerated riverbed incision was likely caused by the reduction in the sediment load of the VMD (from 166.7 Mt/year in the predam period to 57.6 Mt/year in the postdam period) and increase in sand mining (from 3.9 Mm3 in 2012 to 13.43 Mm3 in 2018). Collectively, the decreased dry season water level in the Tien River is likely one of the main causes of the enhanced salinity intrusion.  相似文献   
8.
青藏高原脆弱的生态系统以及人类工程活动,加剧了青藏工程走廊线性工程两侧沙漠化、荒漠化发展趋势,尤其冻土块石路基面临日益严重的风积沙灾害问题。以多年冻土区高等级公路块石路基为研究对象,采用数值模拟分析风积沙环境下封闭块石路基的降温性能和长期热稳定性。结果表明:风积沙堆积对封闭块石路基下部土层冻土温度的影响程度高于冻土上限,1.0 m湿沙工况降低冻土温度,0.2 m干沙则增大冻土温度。升温背景下,随年平均气温增加风沙堆积对路基冻土上限影响程度增强,干沙增大冻土融化深度,湿沙抬升冻土上限。随冻土含冰量减小,路基中心冻土上限对气候升温敏感性增加,风沙堆积影响减弱。气候升温和风沙堆积条件下,在年平均气温低于-5.5℃时,宽幅沥青路面封闭块石路基能够满足降温要求,使人为冻土上限保持在块石层内。研究成果可为风沙危害区多年冻土块石路基的病害治理和拟建青藏高速公路块石路基设计提供科学依据。  相似文献   
9.
不同厚度饱和砂土中群桩结构动力响应试验研究   总被引:2,自引:2,他引:0       下载免费PDF全文
液化土中桩基础动力响应规律一直是工程抗震领域关注的热点问题。本文基于非液化砂土和不同厚度饱和砂土中的2×2群桩结构模型振动台试验,通过输入一定峰值加速度和频率的正弦波,对群桩在非液化土层和两种不同厚度饱和砂土层中的横向动力响应特性进行振动台试验研究。研究结果表明:在正弦波输入情况下,非液化砂土中群桩承台加速度和位移时程与台面输入时程相比,波形变化规律与峰值大小均相差不大;而对两种不同厚度饱和砂土中承台加速度和位移峰值放大较多,在相对较薄的饱和砂土中群桩承台加速度峰值较台面输入放大了1.83倍,较台面输出位移峰值放大了1.58倍;在相对较厚的饱和砂土中承台加速度和位移峰值则分别放大了2.18倍和1.91倍,说明在相同输入条件下,较厚的饱和砂土在发生液化后群桩承台的动力响应更加显著。  相似文献   
10.
以吉兰泰盐湖北部流沙区铺设8 a的不同规格聚乳酸(PLA)沙障内沉积物为研究对象,利用激光衍射技术分析了沙丘表层0~3 cm沉积物粒度组成,计算并分析平均粒径、标准偏差等粒度参数,探讨了影响障内沉积物相对粗细的关键组分,分析PLA沙障的防沙效益。结果表明:PLA沙障内沉积物以细沙、中沙、极细沙为主。中沙、极细沙、细沙是障内沉积物的关键组分。PLA沙障的阻滞作用使得中沙、粗沙含量百分比升高,细颗粒含量百分比降低,障内沙粒分选性逐渐变差,峰态偏离正态分布,向负偏方向发展,频率分布曲线分布范围变宽,累积频率曲线变缓,表层颗粒组成趋于粗化。1 m×1 m规格PLA沙障内均以积沙为主;沙丘迎风坡和背风坡的2 m×2 m、3 m×3 m沙障内均为积沙状态,丘顶则为风蚀状态。综合考虑沙障铺设成本和防护效果,得出研究区域内2 m×2 m规格PLA沙障整体防沙效益最佳。  相似文献   
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