中国沙漠和沙地的资源优势与农业发展

人口、粮食、土地之间的矛盾已成为今后我国几十年的主要问题。我国后备土地资源的68%分布在干旱、半干旱地区,其中沙漠和沙地面积辽阔,类型繁多,涉及212个县(旗)、48×106人。我国的沙漠和沙地具备适度开发利用的水资源依托,具有灌溉、雨养和高寒农业等特殊环境,是栽培作物和养殖家畜的集中区,许多尚无饲养或尚无栽培种类可以取代的野生动植物具有独特经济价值和高度的抗性。我国的沙地持续利用技术体系已初步建立,形成了一整套具有中国特色的流沙固定技术,结合各地的具体条件创建了许多成功的区域开发治理模式。沙漠和沙地开发必须摆脱传统的农业利用模式,依靠科技进步,多采光、少用水,结合资源条件、市场需求、投资能力,有计划、有步骤地规模开发。     

30多年来呼伦贝尔草原沙漠化的演变特点及防治对策研究

采用遥感技术与野外调查相结合的方法,通过3个典型小区对呼伦贝尔草原30多年来的沙漠化演变特点进行了系统研究。结果表明:该区的樟子松林区发生着强烈的沙漠化逆转,许多地段已转变为非沙漠化土地;其它地区除部分地段由于人类的积极治理而发生沙漠化逆转外,仍处于不断发展的过程中。因此,对于樟子松天然分布区,可充分利用樟子松的优良防风固沙特性和较强的扩展能力来防治沙漠化,而对其它地区则应以封育为主,加强人工抚育和草原建设。     

Key signatures of turbidite and sandy debris and core examples in Liaohe Basin

Gravity flow is a widely-distributed fluid type in nature. Various classification schemes of gravity flow are proposed by different researchers from different viewpoints. The scheme of turbidity flow and debris flow is adopted in this paper. The sedimentary characteristics of turbidite and sandy debrite are summarized and discussed to clarify most typical facies marks of these two rock types. The study shows that turbidite and sandy debris can be identified by the following typical characteristics during the outcrop and core observation: If the graded bedding is developed in sandstone,it should be identified as turbidite;if the muddy rip-up clast or no bedding structure(massive sandstone)is developed in sandstone,it should be identified as sandy debris. These characteristics are the most reliable signatures to distinguish turbidite and sandy debris. In addition,some other sedimentary structures such as deformation bedding,climbing ripple cross bedding,wavy bedding,parallel bedding,scouring surface,lithologic abrupt interface,and flute cast also have certain indicative significance. It is necessary to make a comprehensive judgment based on the sedimentary background,vertical combination of lithofacies,geophysics and other materials when these characteristics are presented in the study.     

超前锚杆短循环法在砂砾石隧洞挂口施工中的应用

介绍了在支洞工程的施工中,利用超前锚杆短循环法解决在砂砾石地层中挂口难题的具体措施和关键技术,实现了工程自身及周围围道公路,升压站等重要建筑物的安全技术要求。     

沙质岸坡上波浪传播变形及动力响应特性研究

波浪作用对水库岸坡稳定性有重要影响。为了解波浪在岸坡地形中的传播演变机制和孔隙水压力响应特性,在波浪水槽末端铺设长6 m、坡度1∶16的斜坡沙床进行试验。通过改变入射波浪参数,测量斜坡段各处波面形态,采集斜坡段不同位置处孔隙水压力,分析了波浪在沙质岸坡上浅水变形区域内波面变化特征、波能演变规律以及岸坡土体孔压特征。结果表明：随着入射波浪厄塞尔数的增大,波浪浅水变形更加明显,波形不对称性加剧,各阶谐波之间互相作用更加强烈;水深较大区域,岸坡渗透作用大于浅水变形作用,波高呈现减小趋势;浅水变形剧烈区,浅水变形作用大于岸坡渗透作用,波高呈现增大趋势,最终破碎;孔压随入射波高与波周期的增大而增大,岸坡不同位置处孔压沿深度衰减速率和随波高增长速率均不同;岸坡孔压沿深度衰减速率与入射波周期呈现出正相关关系,与波高并无太大关系。     

流塑淤泥地层深基坑钢板桩围堰位移突变原因分析及处理

广东省珠海市洪鹤大桥主墩承台位于珠江西江流域的流塑状淤泥地层,采用钢板桩围堰进行基坑支护,基坑开挖过程中,钢板桩围堰发生较大的变形。经详细分析,发现导致事故的主要原因有地下水位持续升高导致土体力学性能显著下降、边跨侧钢板桩长度不足、基坑边缘集中荷载过大、施工控制不严、内支撑体系施工精度不足等。为了确保深基坑支护的安全,在全面分析总结了钢板桩围堰变形原因的基础上,结合实际情况,采取了增设穿透淤泥质土层的钢管桩围堰、加强内支撑体系等加固处理措施,并在实施过程中进行持续监测,最终安全地完成了基坑工程的施工。     

Postglacial stratigraphic evolution of a current-influenced sandy shelf: offshore Kujukuri strandplain,central Japan

Sandy shelf sediments are important elements of clastic sedimentary systems because of their wide distribution in the geological record and their significance as hydrocarbon reservoirs. Although many studies have investigated shelf sediments influenced by waves or tidal currents, little is known about shelf sediments influenced by oceanic currents, particularly their lithofacies characteristics and stratigraphic evolution. This study investigated the stratigraphic evolution of shelf sediments off the Kujukuri strandplain facing the Pacific Ocean, which is influenced by the strong Kuroshio Current. Sediment cores were obtained from six locations on the Kujukuri shelf (34 to 124 m water depth) using a vibrocorer. The dominant lithofacies is mud-free sand with low-angle cross-lamination associated with alternating beds of finer and coarser sand with cross-lamination. These display depositional processes influenced by storm waves and the Kuroshio Current, respectively. This finding is consistent with the previously presented modern and historical observations of the Kuroshio Current and estimates of the storm-wave base. Radiocarbon dates show that the sediment succession formed during the last transgressive and highstand stages after 13·1 ka. The depositional processes during the stages represent a transition from storm waves with abundant sediment supply to both storm waves and the Kuroshio Current with sediment starvation mainly due to its trapping in the strandplain. Comparison to other Holocene–Modern shelf systems suggests that the sandy shelf successions are strongly influenced by oceanic currents under conditions of limited riverine input and open coastal geometry. The resultant sand-dominated succession is characterized by reversal of the proximal to distal grain-size trend compared to the fining for most other recognized wave/storm-dominated shelf successions. This is because of seaward increase in the influence of the Kuroshio Current. Thus, shelf deposits are naturally complex, and these may be further complicated by the additional influence of oceanic currents above the usual wave-dominated and tide-dominated end members.     

近20 a来海南岛西部土地沙漠化与气候变化关联度研究

 根据生态基准面理论制定了海南岛西部沙漠化土地分级体系,运用遥感、野外调查和数理统计等方法,研究了海南岛西部近20 a来沙漠化时空变化及其与气候变化的关系。近20 a来,海南岛西部土地沙漠化总体缩小、局部反复,年均缩小6.23 km2,沙漠化程度明显降低,降级率为、{-44.84％、};气候呈增温增湿变化,出现多次异常年份。对近20 a来气候变化与沙漠化的因子分析和关联度分析表明, 人为活动的强度加大是海南岛西部沙漠化的主导作用,气候因子与沙漠化的关联序为:年均湿度>年均气温>大风日数>年均风速>年均降水>蒸发量,增温增湿的气候变化趋势对沙漠化逆转具有促进作用。     

粉质黏土填料在K30试验加载进程中的变形时间效应状态分析

变形稳定标准和分级加载制度是影响K30试验效率和准确性的关键因素,与加载进程中填土的变形时间效应状态密切相关。开展了3组最优含水率下压实系数K分别为0.90、0.95和1.00填土模型的小型平板载荷试验,获得了不同荷载作用下填土变形时程曲线和弹塑性变形数据,讨论了在K30试验加载进程中填土变形状态的变化及其对加载稳定时间的影响。试验表明：良好压实的粉质黏土填料,在K30试验进程中的变形以弹性为主,处于缓慢收敛状态,随着加载级数增加,塑性变形比例逐渐增大,变形时间效应呈现出由微弱进入明显状态的演化趋势,变形1.25 mm对应于缓慢收敛中的微弱时间效应亚状态;“变形速率不超过0.01 mm/min”变形稳定标准分级加载时间随时间效应指数呈加速增长规律,能在保证试验精度的基础上提高试验效率;以最大荷载下填土变形时间效应不应超过显著状态、变形量不小于1.25 mm为约束条件,针对5级加载、0.04 MPa荷载增量的加载制度,可得K30试验的适宜范围为60～160 MPa/m。     

Laboratory study on cement admixed marine silt bricks

For the purpose of efficient utilization of sediments dredged from harbor, a new method was proposed in this study. Marine silt bricks were made by mixing sediments with cement and gypsum, placing it in a cubic mold with 240 mm in length, 115 mm in width, and 53 mm in height, and curing for certain days. To investigate the effects of cement and initial water content of soil on the mechanical behavior of marine silt bricks, unconfined compressive and flexural strength tests were carried out. Given the same curing time and cement content, the higher the initial water content, the lower the compressive and flexural strength. After 60 days of curing, the compressive strength of marine silt bricks with cement content = 20% and water content = LL (liquid limit) reached approximately 5 MPa. The flexural strength was relatively low. The flexural strength of marine silt bricks with 20% cement and water content = LL was around 1.5 MPa. The compressive and flexural strength decreased with the increase of water/cement ratio. As for the curing time, longer curing time had a positive impact on the compressive strength. The ratio of flexural to compressive strength varied slightly in the range of 0.4–0.5.